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1540 SULLIVAN AVENUE
South Windsor Town Hall 1540 Sull'6 ivan Avenue South Windsor, Connecticut 06074 ry� r Drawing List: Gl. 1 G11 11 V1111A.1.1V11 n w. Al Demolition Plans &Section Vr ,� ` ry A2 Floor Plans & Reflected Ceiling Plans A3 Elevator Section & Details _ - A A I-XT L• 11LLV11V1 1\CLllljJ 1• V U1 LUal,1V11 1 1a11 allu ►JVV taV1LJ A5 Exterior Ramp Plan, Elevation and Details �,rf A6 Site Details F RECEIVED - - -- � - - - A7 Alternate Ramp Plan &Details NOV 12 2020 5 +•3: _ R r' �. w Partial oor and RoofPlans ' -- South Windsor Bulid g DGpt S200 Sections M 1 Mechanical HVAC Elevator Machine Room Part Plan E-1 Electrical Demolition Floor Plans +e6 sP'-�einwsaxYtms '•f'"'w' E-2 Electrical New Work Floor Plans Hr£.na or sfwatio— to s. z E 3 SJI - Electrical Exterior Ramp Part Plans -- - apolieatlon and ..�"r✓'-- - - _ - S*` wether with 7, •with all Mnl"fh _ - s 'lled with F9 .; Il by E 4 Electrical G 1 N it & L d r` �= Sn° - ' � � -General Notes, Details Legend a`tt9dln5 (tnq en • — ' 959N&d NY t`� .Ge� of gapbuildlnt s ee r7r� :,. ii this rpPht. t.-. �rmit. �ndltion ---- t , All i. t to pcI H Shallbe b�i 4 aro Ott.,nd :.rctv.., These tiled with btanditi®na1W AitMaved /^r /) -All I rr � S1TF. LOCATION MAP SCALE: NONE iN0 T4; �`'I11 tPJPP �i.If.OFCOH� 0NN� ����1tt11lull!/jl�� ���,r�de.y:tt'j�ir,t ' of ,w ; r F s. •,,. `� _" Vim '�, ���• t? `C r� ,�` J „� , ,.. •. `'� .`�(. S •F . -o q , i ;•i �, >; C�• �/c t? � •. $ • ). �I.I1 � . .Y� `: .� Fi, '; : '. r , n . `; • �. JIl • / ;� �y •.: � +QQ' '�,` C%G � � � u °' �?P w,� `y a 3 � t4 7�„ r' � -'^'. !w + + : � � F a G � ..0 v w r" .a ; , tr'• ed` -1, u� rn ,; �'7[ L" � - � � f S. ► :�'�t �7 t � '« < e No. 473 �wV ts� NO.2M(1 se '�!''�s/ONAL ENG�� �t� f � nil ����a'�"' l��J/ � Itlttlltt�l •,,� - ti-K Ii .• , P��fl�ittt� Construction Documents - Issued for Bid ARCHITECTURAL ABBREVIATIONS A.B. ANCHOR BOLT R. RISER A.G.P. ASBESTOS CEMENT PIPE RAD. RADIUS ADJ. ADJUSTABLE R.C.P. REINFORCED CONCRETE PIPE A.F.F. ABOVE FINISH FLOOR R.D. ROOF DRAIN AC.T. ACOUSTICAL CEILING TILE RE1NF. REINFORCEMENT ALUM. ALUMINUM REQ'D. REQUIRED APPROX. APPROXIMATE R.H. ROOF HATCH ARCH. ARCHITECTURAL R.L. ROOF LEADER ASPH. ASPHALT RM. ROOM AVG. AVERAGE BSMT. BASEMENT S. SAN. STORM SANITARY BD. BRG. BOARD BEARING S.C. SEALED CONCRETE BRK. BRICK SCHED. SCHEDULE BIT. BITUMINOUS SECT. SECTION BLK. BLOCK S.F. STEP FOOTING Sim. SIMILAR BLDG. BUILDING S.O.G. SLAB ON GRADE B.S. BOTH SIDES SPEC. SPECIFICATIONS SQ. SQUARE C.I. CAST IRON SQ. FT. SQUARE FEET C.I.P. CAST 1N PLACE CONCRETE STL. STEEL C.B. CATCH BASIN STRUCT. STRUCTURAL C.B.R. CATCH BASIN TO BE REMOVED SUSP. SUSPENDED, SUSPENSION CLG. CEILING S.W. SHEAR WALL Q CENTER LINE S.W.F. SHEAR WALL FOOTING C. BD. CHALK BOARD G.G. CURB CUT G.O. GLEAN OUT T. TELEPHONE COL. COLUMN TSB TOP a BOTTOM CONC. CONCRETE TECH. TECHNOLOGY CONE. CONFERENCE T.O. TOP OF C.M.U. CONCRETE MASONRY UNIT T.O.F. TOP OF FRAME CONT. CONTINUOUS, CONTINUE T.O.S. TOP OF STEEL C.J. CONTROL/CONSTRUCTION JOINT T/S TOP OF SLAB CONTR. CONTRACTOR T/W TOP OF WALL T.T.F TRIM TO FIT DET. DETAIL TYP. TYPICAL DIA. DIAMETER DIM. DIMENSION U.O.N. UNLESS OTHERWISE NOTED DR. DOOR DN. DOWN DWG. DRAWING V.B. VINYL BASE V.C.T. VINYL COMPOSITE TILE VERT. VERTICAL E ELECTRICAL V.I.F. VERIFY IN FIELD EA. EACH ECTR. EXISTING CEILING TO REMAIN ED. EDUCATION W. WATER ELEC. ELECTRICAL W/ WITH WCJ WALL CONTROL JOINT E.F. EACH FACE WD. WOOD E.J. EXPANSION JOINT WF. WIDE FLANGE EL. ELEVATION W.W.F. WELDED WIRE FABRIC ELEV. ELEVATION W.W.M. WELDED WIRE MESH EMER. EMERGENCY AT ENCL. ENCLOSURE DIAMETER ENL. ENLARGED ENT. ENTRANCE EP. EPDXY PAINT EQ. EQUAL ES. EXPOSED STRUCTURE E.T.R. EXISTING TO REMAIN E.W. EACH WAY E.W./E.F. EACH WAY/EACH FACE EXAM. EXAMINATION EXIST EXISTING EXP. EXPANSION EXT. EXTERIOR FDN. FOUNDATION F.F. FINISHED FLOOR F.P. FOLDING PARTITION FIN. FINISH, FINISHED F1XT. FIXTURE FL. FLOOR FT. FOOT F.S. FAR SIDE FTG. FOOTING G GAS GA. GAGE, GAUGE GEN. GENERAL G.C. GENERAL CONTRACTOR GYP. GYPSUM GYP. BD. GYPSUM BOARD H.G. HANDICAPPED HD. HEADED HDWR. HARDWARE HGT. HEIGHT H.P. HIGH POINT H.M. HOLLOW METAL HOR1Z. HORIZONTAL, HORIZONTALLY H.B. HOSE BIBB HR. HOUR HYD. HYDRANT INSUL. INSULATION, INSULATED INT. INTERIOR INV. INVERT LEGEND ✓_ %OkA V A C 11 MA s `7 I I-[ 1 Tf�'t�711J1`1 BROOM NAME A103 ROOM NUMBER DOOR 45 ACTUAL OCCUPANT LOAD 460 OCCUPANT LOAD CAPACITY AREA OF ROOM 426 455 ' 2P® OCCUPANT LOAD � IN ROOM AREA/PERSON 35 DIRECTION OF TRAVEL WITH ACCUMULATED OCCUPANCY LOAD ------- 1451 ------------ FURTHEST TRAVEL DISTANCE ACCESSIBLE AREA OR EXIT - - 4 HOUR FIRE RATED WALL AND SMOKE BARRIER 2 HOUR FIRE RATED WALL AND SMOKE BARRIER - - - - - 1/2 HR RATED SMOKE BARRIER CORRIDOR WALLS EXISTING WALL NEW WALL o--o DENOTES ACCESSIBLE THRESHOLD 12° MAX STEP WITH BEVELED THRESHOLD OR 14' WITHOUT BEVELED THRESHOLD MATERIAL CONVENTIONS VIA BRICK PLAN SEGTtON G Gd CONCRETE (CAST -IN -PLACE) i a �a a CONCRETE (PRE -CAST) I a CONCRETE MASONRY UNIT (CMU) PLAN SECTION RIGID BOARD INSULATION EARTH ELL L JAN. JANITOR GYPSUM BOARD K.P. KICK PLATE LAM. LAMINATE L.F. LINEAL FOOT LG. LONG LOC. LOCATION L.P. LOW POINT LTG. LIGHTING MINUTE MAS. MASONRY MAX. MAXIMUM MECH. MECHANICAL M.H. MANHOLE MIN. MINIMUM MISC. MISCELLANEOUS M.O. MASONRY OPENING MTD. MOUNTED N.A. NOT APPLICABLE N.I.C. NOT IN CONTRACT NO. NUMBER NOM. NOMINAL N.P.S. NOMINAL PIPE SIZE N.S. NEAR SIDE N.T.S. NOT TO SCALE O.C. ON CENTER O.C.G. OCCUPANT O.D. OUTSIDE DIAMETER OPNG. OPENING P.C.B. PAINTED CONCRETE BLOCK P.G.B. PAINTED GYPSUM BOARD PL. PLATE PLUMB. PLUMBING PLYWD. PLYWOOD PREP. PREPARATION P.T. PRESSURE TREATED PTD. PAINTED P.V.C. POLYVINYL CHLORIDE I Project Title: N S144 South Windsor Town Hall rElevator Renovations � 4 0' 1540 Sullivan Avenue ff �` 11t15•()R•Cv` South Windsor, Connecticut 06074 PLYWOOD WOOD FRAMING (THRU MEMBER) WD FRAMING (UNINTERRUPTED MEMBER) 11111111111111111L_OR -- UPPER FLOOR CODE PLAN � SCALE: ' " = T-O' C� MAIN FL-C)OR CODE PLAN SCALE: 'W = T-O" MECHANICAL ROOM LOWER FLOOR CODE PLAN 3 SCALE: -1.40 = 41-00 SILVER / PETRLICELLI + ASSOCIATES Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Fax. 203 230 8247 sil verpetrucelli. com Revision: Description: Date: CODE INFORMAT10N DATE OF ORIGINAL CONSTRUCTION 1 1968 DATES OF ADDITIONS - 1. USE GROUP CLASSIFICATION (Primary B-BUSINESS (Incidental) A3 - ASSEMBLY 2. CONSTRUCTION TYPE (Chapter 6) Minimum Type Required 2B Actual Type Provided (new) 2B 3. BUILDING HEIGHT (Chapter 5) Allowable Height (story/feet) 3/55 Actual Height (story/feet) 3/33 (Stories Above Grade) 3 4. BUILDING AREA (Chapter 5) a) Building Area (1st Floor) Existing construction 8,647 sq. ft. New construction 0 sq. ft. Total floor 8,647 sq. ft. b) Building Area (2nd Floor) Existing construction 8,647 sq. ft. New construction 0 sq. ft. Total floor 8,647 sq. ft. c) Building Area (3rd Floor) Existing construction 6,999 sq. ft. New construction 0 sq. ft. Total floor 6,999 sq. ft. d) Building Area (all floors) Existing construction 24,293 sq. ft. New construction 0 sq.ft. Total floor 24,293 sq. ft. 5. AREA MODIFICATIONS TO TABLE 503 Total Perimeter = 133 ft 101 ft 133 ft 101 ft. Open Perimeter = N.A. ft. N•A• ft. N•A• ft. N•A• ft. N E W S Total Frontage (F) N.A• ft. Perimeter (P) N.A. ft. (building perimeter which fronts on a public (perimeter of the entire building) way or open space having 20 feet open min.) Width of open space (W) = 301-01f 1 f=100[ F/P - 0.251W/30 100[ N.A. /N.A. -0.25]N.A/30= N.A. % Frontage increase (If) = N.A. % of Allowable Tabular Area, At (table 503) 100 % % of Increase for frontage, If (506.2) N.A. % % of Increase for automatic sprinklers, Is (506.3) 200 % Total percentage factor N.A. % Conversion factor N.A. (Total percentage factor �-100) 6. CASE 1 - SINGLE OCCUPANCY OR NONSEPARATED USES (302.3.1) (Allowable Area 506.4) USE GROUP B a) ALLOWABLE AREA per floor (Aa) N.A. 23,000 N.A. x (conversion (tabular area, sq. ft. factor) Table 503) b) Largest Building Area (1st fl.) 8,647 sq. ft. c) ACTUAL BUILDING AREAS (each floor) 8,647 First Floor sq. ft. 8,647 Second FLoor sq. ft. 6,999 ft. Third FLoor sq. d) Total Floor Area (3 Stories) 24,293 sq. ft. e) ALLOWABLE FLOOR AREA (all stories) N.A.3 N.A. Allowable area x number of stories sq. ft. per floor (Aa) (maximum 3) 7. CASE 2 - MIXED OCCUPANCY SEPARA I€D USES (302.3.2) (Allowable Area 506.4) (NOT USED) 8. FIRE -RESISTANCE RATED REQUIREMENTS FOR BUILDING ELEMENTS (Table 601, See Code Plans for specific designations) 1 Structural frame: including columns, girders, trusses 2 Bearing walls: Exterior Interior 3 Nonbearing walls & partitions (Exterior) Table 602 4 Nonbearing walls & partitions (Interior) 5 Floor Construction (including supporting beams & joists) 6 Roof Construction (including supporting beams & ioists) Revised Bv: OF UG'y t C . It S� )•I Hr(s) Hr(s) Hr(s) Hr(s) Hr(s) Hr(s) Hr(s) 9. OCCUPANCY LOAD Design Total for First Floor 44 Total Exit Capacity for First Floor 511 Design Total for Second Floor 251 Total Exit Capacity for Second Floor_ 1029 Design Total for Third Floor 42 Total Exit Capacity for Third Floor 511 Design Total for building 340 Total Exit Capacity for building 2051 10. MODIFICATIONS Approved Not Approved II 11. ACCESSIBLE BUILDING Designated Non Designated 13. SPRINKLER PROTECTION Entire Building X Limited Area 14. CODES TO WHICH THIS PROJECT WAS DESIGNED State Building Code State Mechanical Code State Plumbing Code State Energy Conservation Code State Electrical Code State Health Code OSHA Section 504 ADA ANSI 117.1 2015 IBC/ 2018 CT AMENDMENTS 2015 IBC/ 2018 CT AMENDMENTS 2015 IBC/ 2018 CT AMENDMENTS 2015 IBC/ 2018 CT AMENDMENTS NFPA 70/2018 CT MOST CURRENT MOST CURRENT MOST CURRENT 2010 2009 Yes No 15. THRESHOLD BUILDING CONDITIONS XX 16. TOTAL CONSTRUCTED BUILDING AREA N.A. sq. ft. (measured to exterior face of exterior walls) FIRE SAFETY CODE DATA: 1. CLASSIFICATION OF OCCUPANCY BUSINESS 2. MINIMUM CONSTRUCTION REQUIRED - ACTUAL CONSTRUCTION PROVIDED 2B 3. NOTIFICATION / ALARMS YES X No 4. DETECTION YES X No 5. EXTINGUISHMENT REQUIREMENTS YES No X MEANS OF EGRESS MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT USE FLOOR AREA IN S.F. PER OCCUPANT 1. CLASSROOMS 20 S.F. NET 2. SHOPS & VOCATIONAL 50 S.F. NET 3. ASSEMBLY WITHOUT FIXED SEATS 7 S.F. NET TABLES AND CHAIRS 15 S.F. NET 4. LIBRARY 50 S.F. NET 5. MECHANICAL AREAS 300 S.F. GROSS 6. BUSINESS AREAS 100 S.F. GROSS MAXIMUM LENGTH OF EXIT TRAVEL 1. I.B.C. TABLE 1015.1 250 feet KEY LAN NOT TO SCALE Drawing Title: Code Plan & General Information Date: Drawing Number: JULY 17, 2020 .Scale.• 44a = 41-On Drawn BY: MHM Project Number: 19.182 C1 L-4 C V 1 - EXISTING WALLS TO REMAIN. - EXISTING TO BE REMOVED. TOP OF D_E_G_K - NEW WALL. EL. 147-10" o I I I OX - INDICATES CONSTRUCTION NOTE. IE II , a I 1I I a I I I cJL� I I O - INDICATES DEMOLITION NOTE. F10 I� 0 _ j I X - ELEVATION OR SECTION NUMBER. ENTRY PLAZA - DRAWING NUMBER. ® - PLAN, SECTION, DETAIL OR ELEV. NUMBER. I I I I o Lq INDICATES ELEVATION. UPPER FLO( EL. 134'-4 MAIN F_LOO( EL. 123'-0" LOWER FLC EL. 111'-8" ELEV. PIT EL. 107-8" Project Title: SCALE: 142 = 11-0' South Windsor Town Hal Elevator Renovations 1540 Sullivan Avenue South Windsor, Connecticut 06074 PLAZA RAMP DEMO PLAN � SCALE: 11411 = 1'-0' Al 5GALt: 14' = 'I'—V' SILVER / PETRLICELLI + ASSOCIATES Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Fax. 203 230 8247 sil verpetrucelli. com SCALE: 448 = 1'-ON GENERAL NOTES 1. CONTRACTOR 1S RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS 8 DIMENSIONS PRIOR TO CONSTRUCTION. 2. CONTRACTOR 1S RESPONSIBLE TO REPAIR OR REPLACE ANY AREAS DAMAGED OUTSIDE THE SCOPE OF WORK RETURNING THEM TO THEIR ORIGINAL CONDITION AT NO EXPENSE TO OWNER. 3. PATCH ALL EXISTING MATERIALS AFFECTED BY NEW CONSTRUCTION iN THiS PROJECT, MATCH EXISTING. 4. ALL MATERIALS 8 EQUIP. ARE NEW UNLESS OTHERWISE NOTED AS 'EXISTING". S. REMOVE ALL DEMOLISHED MATERIALS FROM SiTE. LEAVE SiTE CLEAN OF ALL CONSTRUCTION DUST AND DEBRIS AT THE END OF EACH DAY. CONTRACTOR WiLL BE RESPONSIBLE FOR ALL CUSTODIAL TiME ASSOCIATED WiTH CLEANING NOT PERFORMED BY CONTRACTOR. 6. CONTRACTOR TO PROVIDE FLUSH CONDITION AT ALL MASONRY OPENINGS, CUT BACK EX. STEEL AS REQUIRED. 7. CONTRACTOR iS RESPONSIBLE FOR REMOVING, RELOCATING, AND RECONNECTING ANY AND ALL MECHANICAL AND ELEC. EQUIPMENT, DEVICES, CONDUIT AND WiRiNG AFFECTED BY THE SCOPE OF WORK PRIOR TO DEMOLITION AND UPON COMPLETION OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL ASSOCIATED COMPONENTS AFFECTED BY THE SCOPE WORK. 8. CONTRACTOR iS RESPONSIBLE TO SURVEY AND DOCUMENT ALL LOCATIONS OF WORK PRIOR TO BiD. CONTRACTOR iS RESPONSIBLE TO CARRY ALL TRADES IN BiD NEEDED TO REMOVE AND REINSTALL ALL OBJECTS AFFECTED BY SCOPE OF WORK (1.E. ROOF LADDERS, EXHAUST, LOUVERS, SiGNAGE, ALARM SYSTEMS, ELEC. CONDUIT, AND ANY OTHER MiSC. ITEMS). 9. CONTRACTOR TO MATCH EXISTING MILLWORK, SURFACES AND OR HARDWARE FOR ANY NEW CONSTRUCTION. 40. CONTRACTOR iS RESPONSIBLE TO REPLACE/MATCH iN-KIND ALL DAMAGED ITEMS/MATERIALS CALLED TO BE REMOVED AND RETAINED/SALVAGED FOR REINSTALLATION DURING CONSTRUCTION. 11. CONTRACTOR TO COORDINATE AND REFERENCE ALL DRAWINGS PRIOR TO 8 DURING CONSTRUCTION. 42. CONTRACTOR TO COORDINATE WiTH OWNER ON ALL SECURITY AND EQUIPMENT iNSTALLATi0N DURING CONSTRUCTION. I DEMOLITION NOTES � I 1. REMOVE EXISTING ELEVATOR: CAB, STEEL H0ISTWAY, DOORS, CYLINDER] CONTROLS 8 ANY AND ALL ASSOCIATED EQUIPMENT/COMPONENTS. 2. DEMOLISH EXISTING MASONRY AND CMU ELEVATOR SHAFT WALL, ASSOCIATED STRUCTURAL MEMBERS, CONCRETE FOUNDATION WALL 8 FOOTING AFFECTED BY NEW CONSTRUCTION. SEE STRUCTURAL DRAWINGS. (SUPPORT ANY 8 ALL REMAINING AFFECTED BY DEMOLiT10N OF SHAFT WALL.) SALVAGE ANY BRICK FOR REUSE AT THE NEW WALL. 3. DEMOLISH EXISTING ELEVATOR PiT SLAB; EXCAVATE ADDITIONAL MATERIALS UNDER SLAB DOWN TO REQUIRED DEPTH OF NEW SLAB. COORDINATE WiTH STRUCTURAL DRAWINGS. (COORDINATE PiT DEPTH W/ELEVATOR MANUFACTURER REQUIREMENTS.) 4. DEMO PORTION OF FLOOR SLAB 8 ASSOCIATED MATERIALS AS REQUIRED, TO BUILD AND INSTALL NEW ELEVATOR FOUNDATION AND CHASE WALL. SUPPORT REMAINING PORTION OF SLAB AS REQUIRED, STRUCTURAL DRAWINGS. 5. DEMOLISH PORTION OF EXISTING DROPPED ACOUSTICAL CEILING 8 SUPPORT SYSTEM INCLUDING LIGHTING. COORDINATE WiTH NEW WORK AND ELECTRICAL DRAWINGS. 6. CUT AND REMOVE PORTION OF EXISTING CARPET 1N AREA OF NEW HOiSTWAY. COORDINATE WiTH NEW WORK. 7. EXCAVATE AS REQUIRED FOR NEW ELEVATOR SHAFT SLAB AND FOOTING. COORDINATE WiTH STRUCTURAL DRAWINGS. 8. REMOVE BRICK VENEER AT PORTION OF EXISTING WALL iF REQUIRED TO MAINTAIN THE REQUIRED CLEAR HOiSTWAY WIDTH OF 6-10". SALVAGE BRiCK FOR REUSE WHERE POSSIBLE. 9. REMOVE PORTION OF EARTH FOR NEW EXTERIOR MECH. SLAB AND FENCE FOOTINGS. FOR MORE INFORMATION SEE DRAWING A4. 10. REMOVE CMU AS REQUIRED TO 1NF1LL WiTH GROUT AND SUPPORT NEW HOIST BEAM PER 5/S200. COORDINATE WiTH STRUCTURAL DRAWINGS. 11. PROVIDE MECHANICAL PENETRATIONS AS REQUIRED, COORDINATE WiTH MECHANICAL DRAWINGS. 12. REMOVE PAVERS, SALVAGE FOR REUSE. EXCAVATE TO ACCOMMODATE NEW RAMP SLAB, WALLS AND FOOTINGS. 43. REMOVE A PORTION OF EXISTING WALL TO ACCOMMODATE NEW RAMP. 14. REMOVE A PORTION OF CONCRETE PLAZA WALKWAY AND EXCAVATE TO ACCOMMODATE NEW RAMP SLAB, WALLS AND FOOTINGS. 45. REMOVE (2) LIGHT POSTS AND ASSOCIATED FOUNDATIONS AND COMPONENTS FOR RELOCATION. COORDINATE WiTH ELECTRICAL. 16. REMOVE PORTION OF PLANTING BED INCLUDING PLANTS, MULCH AND EARTH AS REQUIRED TO ACCOMMODATE NEW SIDEWALK. KEY P L- A I T NOT TO :SCALE LOWER FLOOR DEMO PLAN SCALE: -149 = 4'-ON Revision: Description: Date. Revised By: a r�E of (Yj'�,�L� 1 y. In .y Vic". •',,,. :.; u t ` :0' i tr IWI Drawing Title: Demolition Plans & section Date: Drawing Number JULY 17, 2020 Scale: -14" = it -ON Drawn By: Al MHM Project Number. 1a182 e SYMBOL L-EGEE D - EXISTING WALLS TO REMAIN. _---_--__ — EXISTING TO BE REMOVED. - NEW WALL. OX - INDICATES CONSTRUCTION NOTE. �--I- �+ �—I- - INDICATES DEMOLiT10N NOTE. V V/ V/ - ELEVATION OR SECTION NUMBER. - DRAWING NUMBER. ® - PLAN, SECTION, DETAIL OR ELEV. NUMBER. I 1NDiCATES ELEVATION. GENERAL NOTES 1. CONTRACTOR iS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS a DIMENSIONS PRIOR TO CONSTRUCTION. 2. CONTRACTOR iS RESPONSIBLE TO REPAIR OR REPLACE ANY AREAS STAIR STAIR DAMAGED OUTSIDE THE SCOPE OF WORK RETURNING THEM TO THEiR B B ORIGINAL CONDITION AT NO EXPENSE TO OWNER. 3. PATCH ALL EXISTING MATERIALS AFFECTED BY NEW CONSTRUCTION iN THiS PROJECT, MATCH EXISTING. 4. ALL MATERIALS 8 EQUIP. ARE NEW UNLESS OTHERWISE NOTED AS "EXISTING". 5. REMOVE ALL DEMOLISHED MATERIALS FROM SiTE. LEAVE SiTE CLEAN OF ALL CONSTRUCTION DUST AND DEBRIS AT THE END OF EACH DAY. -�- -- -- -- -- -- -� --'- — -� -- -- - -- -- -- -- 1 - - - — -� -- -- - -- -- -- -- - - - CONTRACTOR WiLL BE RESPONSIBLE FOR ALL CUSTODIAL TiME � ® � ® ® 63 ASSOCIATED WiTH CLEANING NOT PERFORMED BY CONTRACTOR. $' 6. CONTRACTOR TO PROVIDE FLUSH CONDITION AT ALL MASONRY OPENINGS, CUT BACK EX. STEEL AS REQUIRED. I 2 2 I ' E EVA OR I ' "LEV TO 7. CONTRACTOR iS RESPONSIBLE FOR REMOVING, RELOCATING, AND I LOBBY , LOBBY RECONNECTING ANY AND ALL MECHANICAL AND ELEC. EQUIPMENT, ' I I ' ELEV. I ELEV. I DEVICES, CONDUIT AND WiRiNG AFFECTED BY THE SCOPE OF WORK 1 1 E EVA OR 1 PRIOR TO DEMOLITION AND UPON COMPLETION OF CONSTRUCTION. LOBBY I 2 A3 I I 2 CONTRACTOR TO VERIFY ALL ASSOCIATED COMPONENTS AFFECTED i BY THE SCOPE WORK. ' ® r'M 2 2 ' ® ' ® 8. CONTRACTOR 1S RESPONSIBLE TO SURVEY AND DOCUMENT ALL LOCATIONS OF WORK PRIOR TO DID. CONTRACTOR 1S RESPONSIBLE TO CARRY ALL TRADES iN BiD NEEDED TO REMOVE AND REINSTALL ALL OBJECTS AFFECTED BY SCOPE OF WORK (i.E. ROOF LADDERS, EXHAUST, — -' - - - - - - - - - - - - - - - - — -'NAG , ALARM SYSTEMS, ELEC. CONDUIT, LOUVERS, SiG , AND ANY OTHER E S T MISC. ITEMS). 9. CONTRACTOR TO MATCH EXISTING MILLWORK, SURFACES AND OR HARDWARE FOR ANY NEW CONSTRUCTION. MECHANICAL 10. CONTRACTOR iS RESPONSIBLE TO REPLACE/MATCH iN-KIND ALL COUNCIL I , ROOM DAMAGED ITEMS/MATERIALS CALLED TO BE REMOVED AND CHAMBER ELEV. MACH. RETAINED/SALVAGED FOR REINSTALLATION DURING CONSTRUCTION. ROOM 41. CONTRACTOR TO COORDINATE AND REFERENCE ALL DRAWINGS PRIOR TO 9 DURING CONSTRUCTION. i ! I 42. CONTRACTOR TO COORDINATE WiTH OWNER ON ALL SECURITY AND � � i I i 1 I EQUIPMENT INSTALLATION DURING CONSTRUCTION. I CONSTRUCTION NOTES � 4. NEW REINFORCED 8" CMU ELEVATOR SHAFT WALL WiTH BRICK VENEER i ' I TO MATCH EXISTING WALL. REUSE EXISTING BRICK WHERE POSSIBLE AND I TOOTH WALL INTO ADJACENT WALLS. SEE 4/A3 AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. MAIN }� 2. NEW ELEVATOR: CAB, SHAFT, CONTROLS, a ALL ASSOC. COMPONENTS UPPER FLOOR RCP PLA1`E I T I A I N F L- O O R RCP PLAN rj LOWER FLOOR RCP PLAN � PER MANUFACTURER, SEE PROJECT MANUAL). 6 3. FOUNDATION WALL, SLAB AND STEEL TiED TO EXISTING. SEE 4/A3 AND Me —Al =: 4JI, x �1�—n" �.�R� Me —Al =• 4AN s 4'—i'" l��L ��rre� �s l — w ter. I--e► =�ry �i��r� �w���r��i w SCALE: 44" a 4'-0" \ {�1 / . v vvr........ v J 1 KU�— I UMAL DRAWIIlCa.7 iV1G MVKC INIFO M/A I IVIl. 4. NEW CARPET FLOORING 1N NEW ELEVATOR CAB. SEE PROJECT MANUAL. RCP CONSTRUCTION NOTES 4. EXISTING CEILING iS TO REMAIN 1N THE ELEVATOR LOBBY. SUPPORT EXISTING CEILING AT NEW HOiSTWAY WALL. 2. MODIFY TILES TO RECEIVE RELOCATED LIGHT FIXTURES. COORDINATE WiTH ELECTRICAL DRAWINGS. 3. INSTALL NEW J-MOLD 1N ORDER TO SUPPORT EXISTING CEILING AT NEW WALL. I I i I I I I I I I STAIR STAIR I STAIR Vz I\ 0z I- ' Q0 li 0 I O I i W I 10 A3 2 I ' ELEVATOR W 3 I 1 A3 2 ! I ;' ELEVATOR W 3 I 10 A3 2 1 ELEVATOR J I ' _ _ ' LOBBY -I } I I I _ _ LOBBYLOBBY III �� 1 , 6 ELEV. I �� 1 , 6 ELEV. I �� 1 1 6 ELEV. 3 �I A3 I i �� A3 i �� A3 I i I I i L� LADDER, SEE 7/ i _ ® 14-1 A3 I 1 ® 14, A3) 2 ' ® 14 KD I i i 1 i i Y_ N__ 5'-6" V1F 3'-8" IF i I 5'-6" ViF 3'-8" ViF i I 5'-6" ViF 3'-8" ViF i KEY PLAN NOT TO SCALE i 9'-2" CLEAR I i 9'-2" CLEAR ! 9'-2" CLEAR HOiSTWAY DEPT OPEN TO HOiSTWAY DEPTH HOiSTWAY DEPTH MECHANICAL BELOW , COUNCIL , ROOM CHAMBER , ELEV. MACH. ROOM � I � I I � I � I I � I I I I � I UPPER FL00R PLAN 3 MAIN FLOOR PLAN 2 LONER FLOOR PLAN � SCALE: 44" = 1'-0" A2 SCALE: -14" = 11-0" SCALE: '14" = 4'-O" AREA OF WORK Project Title: Revision: Description: Date: Revised By. ���;q��p,;;;,ll Drawing Title: Date: DrawingNumber: South Windsor Town Hall SILVER / PETRLICELLI -i- ASSOCIATES _ _ _ _ ���E•°�T��� ��T .piN SgQ< IC .Y;y 1�!��l it `may ti �� PE1i?����h �,, 1.� ,� � C �1N� �,,,, JULY 17 2020 vt', T� = Q ��, .. G Floor Plans & Scale: Architects /Engineers /Interior Designers (tom !1 -� y�'P��'%, ' {, Y S IU ��U4 C{ 3 7 S J• ; ,�, �i, F.l'h •1 aR ir: �: = V7 fl� 0 ��l T } 4" 41_p" Elevator Renovations 3190 Whitney Avenue Hamden CT 06518-2340�- _; t*3 ` > > ,ci 4 .. --; err , , No.473 �G 3 _� L Reflected CeilingPlans Drawn One Post Hill Place, New London, CT 06320 .� •. �,f, • ,, �, . y> ti A2 i u f /IIII �� ���� Project Number.- �t/I ' �• 1540 Sullivan Avenue Tel. 203 230 9007 Fax. 203 230 8247 ° • • - � • �� � � „J1j MHM °SOR-Co- South Windsor, Connecticut 06074 silverpetrucelli.com tt 19.482 48" A.F.F. 1� WINDOW FOR DOT MATRIX DISPLAY WiTH ARROWS CERTIFICATE FRAME SEE PROJECT MANUAL a MANUFACTURER FOR ADDITIONAL INFORMATION CODES AND GUIDELINES O 0 ((D)( KEY SWITCHES FIREFIGHTERS SERVICE CONTROL LL D 4'-0" A.F.F. 3 O UPPER FLOOR Q MAX. 2: MAiN FLOOR LY W ❑LOWER FLOOR DOOR OPEN Q I D O q�l O DOOR CLOSED 35' A.F.F. X O ® O EMERGENCY ALARM a HANDS FREE NOTIFICATION TELE. EMERGENCY STOP OCTAGON SHALL BE TACTILE, BUT THE X 1S NOT EMERGENCY LIGHT UNiT WiTH PLEXiGLAS LENS AND BATTERY POWER PACK ❑o 0" A.F.F. DEVICE PANEL ELEVATOR CONTROL PANEL �3 SCALE: 3' = 1'-0' PROVIDE (3) THREE SiGNS AT EACH ELEVATOR HALL SiZE AS REQ'D FOR BRAILLE. 4. 1N CASE OF FiRE DO NOT USE ELEVATOR USE STAIRS 2. ELEVATOR (INCLUDE ELEVATOR SYMBOL AS SHOWN) 1NTEL - REFER TO TRUCTURAL (SEE ELEVATOR ANUFACTURER FOR R.O. HEIGHT EQUiRED AT EACH FLOOR TO STALL ELEVATOR TERiOR BRiCK TO MATCH KISTiNG, REUSE EXISTING WHERE DSSiBLE TAiNLESS STEEL FRAME ALL LANTERN Z. ELEVATOR DOOR PANEL —OOR DESIGNATION SYMBOL ONE ® EACH JAMB -REFER D DETAIL 11/A3 (PRIMARY KiT FLOOR) S 42/A3. 4CTiLE SiGNAGE MOUNTED AT 48" IN. AFF TO BASELINE OF BRAILLE ND 60, MAX. AFF TO BASELINE F THE HiGHEST TACTILE HARACTER PER 1CC/ANSI 447.4, SECTIONS 703.3.40, :)3.4.5 AND 703.5.4. OOR REOPENING EViCE FiN. FLOOR (EXISTING CARPET) r,ALL CALL BUTTONS WiTH KEYSWiTCH - SEE PROJ. MANUAL (SEE OWNER FOR KEYING) ELEVATOR LOBBY ELEVATiON SCALE: 42" = 4'-0'3 °LEVATOR DOOR STAINLESS STEEL =RAMES °LEVATOR FLOOR DESiGNATION, 2" 4IN1MUM HARACTER 4E1GHT - `ISTALLED ON 3OTH °LEVATOR DOOR JAMBS HALLWAY SiDE) iN ACCORDANCE TO S DAAG 407.2.3.2 AND 703.4-703.7.4 ELEVATOR DOOR JAMB SiC NAGE - TYPICAL FLOOR SCALE: 4'12' = 4'-0' °LEVATOR DOOR STAINLESS STEEL =RAMES °LEVATOR FLOOR )ESiGNATiON WiTH 7ACTiLE STAR FOR 4A1N ENTRY LEVEL, 2' 4IN1MUM =HARACTER HEIGHT - `1STALLED ON BOTH E-LEVATOR DOOR IAMBS 4ALLWAY SiDE) 1N kCCORDANCE TO �DAAG ;07.2.3.2 AND ,'03.4-703.7.4 ELEVATOR DOOR JAMB SiGNAGE - PRIMARY FLOOR SCALE: 4112" = 4'-0" C J a CEILING PANELS - REFER TO F ELEVATOR CAB RCP 113 PLASTIC LAMINATE Q U WALL PANELS 142" ROUND STAINLESS STEEL - HANDRAIL SiDE AND REAR WALLS CONCRETE MASONRY UNITS - REFER TO PLAN FOR WALL TYPE STAINLESS STEEL DOOR ELEVATOR DOOR SiLL/TRACK BELOW MASONRY ANCHORS - 3 PER JAMB MiN. STAINLESS STEEL FRAMES - SLUSH SOLID LNG V. BRiCK VENEER TO MATCH STAINLESS STEEL EXISTING 4HR RATED UL #U9O6 ELEVATOR DOOR JAMB DETAIL 9 SCALE: 1'f2" = 1'-0" ELEVATOR DOOR ELEVATOR DOOR SiLL/TRACK - INSTALL PER ELEVATOR MANUFACTURER INSTRUCTIONS DOOR JAMB BEYOND CONCRETE SLAB - REFER .ti .. • " t, ;. TO STRUCTURAL DRAWINGS •,, ' : ` �•• •_ -: •- "'' :•y,?•� • ;. 4' X 4' X 3/8" STEEL ANGLE ' ; • ! j - ' •. '•�• ; :: %,; WiTH EXPANSION BOLTS • .•• j • • I + r ''�' • ' ' ` • TERMINATION TAPE 1 � • � • � O O O .• 'r ' - ' • WATERPROOFING ' ��- • ' MEMBRANE - SEE 4. PROJECT MANUAL COMPACTED GRAVEL CONCRETE FOUNDATION WALL - STAINLESS STEEL SEE STRUCTURAL 1HR RATED DRAWINGS UL #U906 ELEVATOR DOOR SiLL DETAIL 0 SLAB ON GRADE 8 SCALE: 142" = 4'-O'3 io m i EG"REMENTS FACE Of WALL 2 4/2' X 3/8" STE FLAT BARS 2 1/2, X STEEL BENT B< 1 4/2' D1, RUNGS TOP OF CONCRE SLAB r =1 =%I A Tno rvle"No It rt I vr� ✓vv� MECHANISM AV / I— EXISTING CEILING, PROVIDE NEW "J" MOLD EDGE BAND, CAULK, TYP. CONCRETE MASONRY UNiTS e BRiCK VENEER 47 LINTEL (SEE STRUCTURAL DWGS.) STAINLESS STEEL HEAD - SLUSH SOLID STAINLESS STEEL ELEVATOR DOOR STAINLESS STEEL 1HR RATED UL #U906 ELEVATOR DOOR HEAD DETAIL SCALE: 442' = 1'-0' 3 DOOR JAMB BEYOND ELEVATOR DOOR ELEVATOR DOOR SiLL/TRACK - INSTALL PER ELEVATOR MANUFACTURER INSTRUCTIONS NEW THRESHOLD SET iN CMU WALL CONFIGURATION - SLUSH SOLiD EXISTING CONCRETE SLAB AND FLOOR FiNiSH STEEL ANGLE, SEE STRUCTURAL STEEL BEAM, SEE STRUCTURAL 4' X 4' X 3/8' STEEL ANGLE WiTH EXPANSION BOLTS BOND BEAM - REFER TO STRUCTURAL DRAWINGS CMU WALL WiTH BRiCK VENEER - REFER TO STRUCTURAL DRAWINGS FOR REINFORCING 1HR RATED UL #U906 ELEVATOR DOOR SiLL DETAIL a UPPER LEVELS .� SCALE: 02' = 1'-0" 3 M=Afn EMERGENCY ACCESS PANEL FLORESCENT LIGHT BEYOND - REFER TO ELEVATOR PROJ. MANUAL SUSPENDED ALUMINUM EGG CRATE DIFFUSER CEILING - REFER TO PROJ. MANUAL FOR ADDITIONAL INFORMATION DOOR LOCATION ELEVATOR LADDER ELEVATiON ? ELEVATOR CAB RCP 3 3 SCALE: '12' = 1'-0' 3 SCALE: 42" = 4'-O' A3 C J a CEILING PANELS - REFER TO F ELEVATOR CAB RCP � PLASTIC LAMINATE 4 .4 WALL PANELS 142' ROUND STAINLESS 0 STEEL r HANDRAIL SiDE AND REAR WALLS ELEVATOR CAB BACK ELEVATOR CAB ELEVATiON SiDE ELEVATION SCALE: 42' = 1'-O' �3 SCALE: 42" = 1'-O' WIDTH W/ELEVATOR MANUFACTURER STAINLESS STEEL DOOR O + SEE DETAIL F 15/A3 FOR = 0 CONTROL 0 PANEL AND W = °°° REFER TO En ELEVATOR PROJ. U °°° MANUAL FOR PANEL o ° 000 FiNiSH ®°®° ❑° ®° o° 0 CARPET (SEE FMPROJECT ,v,N.) El EVATOR CAB 6 FRONT ELEVATiON 2 �3 SCALE: 42' = 1'-0' � SECTiON AT ELEVATOR SCALE: 4411 = 4'-0" Project Title. Revision: Description: Date. Revised By. OF C7Q a���.�����r�aax�st4ni,, Drawing Title. Date. Drawing Number. SILVER / PETRLICELLI +ASSOCIATES _ _ .� � Alz F GONN p4 JULY 17, zozo ow N s t- South Windsor Town Hall t,''+ n, • -1Q" `� `�`` PPErG�' /`'� Elevator Sectlor1 & Details Seale: �^Architects /Engineers /Interior Designers _ , 3190 Whitneyenue Hamden CT 06518-2340 �'`' = 4'-0' ElevatorRenovations � t;1 .y y '``) U 4� </ No. 473 C� Drawn By. One Post Hill Place, New London, CT 06320 ,., �n .�� A 3 1540 Sullivan Avenue Tel. 203 230 9007 Fax. 203 230 8247 =- V . tn,� Ram MHM South Windsor Connecticut 06074 -�� Project Number. SnR•co� , __- _ sllverpetrucelli.com 19.182 SYMBOL LEGEND - EXISTING WALLS TO REMAIN. - EXISTING TO BE REMOVED. INEW WALL. OX - INDICATES CONSTRUCTION NOTE. B a. Z � Z OX - iNDiCATES DEMOLITION NOTE. / OF C U� A l') PLAZA a d) A6 Z -ELEVATION OR SECTION NUMBER. W - EL 123=0" ° d W —IF >< X - DRAWING NUMBER. I7 ° d ° W X -PLAN, SECTION, DETAIL OR ELEV. NUMBER. \ ° LANDING = LANDING — ----- — --- - / �" U EL. 121'-.D ' — — ° EL. 121'-9 ° ° ° I- INDICATES ELEVATION. ° r— C #5 @ 10' O.C. EACH WAY A A[-'ZN SI- #5 @ 16" O.C. EACH WAY d L< r--------------------------------------------------------------------- i i � d ° i L--------------------------------------------------------------------- 2'-0" EXTERIOR RAMP SECTiO 3 SCALE: 4/2' = 4'-0" A4 ALK -8 4,IRV EXTERIOR RAMP SECTiON � SCALE: 4/2' = 1'-0' Project Title: �o':J N SFq� South Windsor Town Hall r �Elevator Renovations /1�^�y � 1540 Sullivan Avenue . f)S(o) CO. South Windsor, Connecticut 06074 SIDEW_AL< EL. 110'-8 Z" SILVER / PETRLICELLI + ASSOCIATES Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Fax. 203 230 8247 sil vet petrucelli. com "_ /N I ".. 7_71 I `J T` Tll;�' SCALE: 4/2' = 4'-0" � EXTERIOR RAMP FOUNDATiON PLAN � SCALE: 4/2' = 1'-0" Revision: Description: Date: RevisedBy =_WALK GENERAL NOTES 1. CONTRACTOR iS RESPONSIBLE TO FiELD VERIFY ALL EXISTING CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION. 2. CONTRACTOR iS RESPONSIBLE TO REPAIR OR REPLACE ANY AREAS DAMAGED OUTSIDE THE SCOPE OF WORK RETURNING THEM TO THEiR ORIGINAL CONDITION AT NO EXPENSE TO OWNER. 3. PATCH ALL EXISTING MATERIALS AFFECTED BY NEW CONSTRUCTION iN THiS PROJECT, MATCH EXISTING. 4. ALL MATERIALS S EQUiP. ARE NEW UNLESS OTHERWISE NOTED AS "EXISTING'. 5. REMOVE ALL DEMOLISHED MATERIALS FROM SiTE. LEAVE SiTE CLEAN OF ALL CONSTRUCTION DUST AND DEBRIS AT THE END OF EACH DAY. CONTRACTOR WiLL BE RESPONSIBLE FOR ALL CUSTODIAL TiME ASSOCIATED WiTH CLEANING NOT PERFORMED BY CONTRACTOR. 6. CONTRACTOR TO PROVIDE FLUSH CONDITION AT ALL MASONRY OPENINGS, CUT BACK EX. STEEL AS REQUIRED. 7. CONTRACTOR iS RESPONSIBLE FOR REMOVING, RELOCATING, AND RECONNECTING ANY AND ALL MECHANICAL AND ELEC. EQUIPMENT, DEVICES, CONDUIT AND WiRiNG AFFECTED BY THE SCOPE OF WORK PRIOR TO DEMOLITION AND UPON COMPLETION OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL ASSOCIATED COMPONENTS AFFECTED BY THE SCOPE WORK. 8. CONTRACTOR IS RESPONSIBLE TO SURVEY AND DOCUMENT ALL LOCATIONS OF WORK PRIOR TO BiD. CONTRACTOR 1S RESPONSIBLE TO CARRY ALL TRADES iN BiD NEEDED TO REMOVE AND REINSTALL ALL OBJECTS AFFECTED BY SCOPE OF WORK (i.E. ROOF LADDERS, EXHAUST, LOUVERS, SiGNAGE, ALARM SYSTEMS, ELEC. CONDUIT, AND ANY OTHER MiSC. ITEMS). 9. CONTRACTOR TO MATCH EXISTING MILLWORK, SURFACES AND OR HARDWARE FOR ANY NEW CONSTRUCTION. 10. CONTRACTOR iS RESPONSIBLE TO REPLACE/MATCH 1N-KIND ALL DAMAGED ITEMS/MATERIALS CALLED TO BE REMOVED AND RETAINED/SALVAGED FOR REINSTALLATION DURING CONSTRUCTION. 11. CONTRACTOR TO COORDINATE AND REFERENCE ALL DRAWINGS PRIOR TO a DURING CONSTRUCTION. 12. CONTRACTOR TO COORDINATE WiTH OWNER ON ALL SECURITY AND EQUIPMENT INSTALLATION DURING CONSTRUCTION. CONSTRUCTION NOTES &-> 1. INSTALL RAMP FOR MAiN FLOOR ACCESS PRIOR TO ELEVATOR DEMOLITION PER PLANS SECTIONS AND DETAILS. KEY PLAN NOT TO SCALE Drawing Title. Exterior Ramp Foundation Plan and Sections Date: JULY 47, 2020 Scale: MHM Drawn By:• 14" = 1'-0" Project Number: 19.152 Drawing Number: W -- -7 . F-A f D � A6 4„ 0.. 4., SECTiOi`E DETAIL.. rA SCALE: 3" = 1'-0' ��5 2' PREMOLDED JOINT FILLER 2' S.S. DOWELS - EPDXY AND EMBED MINIMUM 0" EACH SIDE RAILING AND SLEEVE POURED IN PLACE 5" CONCRETE SLAB -SEE PLAN FOR SLOPING roX6 10/10 W.W.F. B r zi OPING TO MATCH SLOPE TOP TO OUTER WALL SOLID UNDER SLATE O.G. EACH WAY PLACE CONCRETE L, POSTED TO SLAB :NEER EACH SIDE - SIZE, AND COURSING :H EXISTING BUILDING AINING WALLS SOLID BEHIND BRICK EACH SIDE #5 AT 10' O.G. EACH WAY BRICK VENEER EACH SIDE - COLORS, SIZE, AND COURSING TO MATCH EXISTING BUILDING AND RETAINING WALLS MORTAR SOLID BEHIND BRICK VENEER - W 2' PREMOLDED JOINT FILLER 1 \ \ \ 1 \ V i CVIGTIA I/— Gi\I \ /A,'-Cf'1 P']i\\ /=r.) - - RELOGATED IN SAME PATTERN a SEC-r1nN nl=-r A 1 i „ SCALE: 3" = 1'-0" AS EXISTING SECTiON DETAIL. C SCALE: 3' = 1'-0' �� 1" SAND G" STONE DUST NILING $_ SLEEVE :OVIDE PARGING GOAT AT LISTING EXPOSED FOUNDATION 'ALL, TYPICAL JUKCV IIV F�Lf'1C.0 .7 C..VIVC..KC I C .AB K6 10/10 W.W.F. PREMOLDED JOINT FILLER S.S. DOWELS - EPDXY AND -113ED MINIMUM C" EACH SIDE GRAVEL SCALE: 1/2" = 41-0" EXTERIOR "'AMP PLAN SCALE: 4/2" = 41-0" SYMBOL_ LEGEND - EXISTING WALLS TO REMAIN. - EXISTING TO BE REMOVED. - NEW WALL. OX - INDICATES CONSTRUCTION NOTE. OX - INDICATES DEMOLITION NOTE. - ELEVATION OR SECTION NUMBER. DRAWING NUMBER. e- X PLAN, SECTION, DETAIL OR ELEV. NUMBER. - INDICATES ELEVATION. GENERAL_ NOTES 4. CONTRACTOR 1S RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS & DIMENSIONS PRIOR TO CONSTRUCTION. 2. CONTRACTOR iS RESPONSIBLE TO REPAIR OR REPLACE ANY AREAS DAMAGED OUTSIDE THE SCOPE OF WORK RETURNING THEM TO THEiR ORIGINAL CONDITION AT NO EXPENSE TO OWNER. 3. PATCH ALL EXISTING MATERIALS AFFECTED BY NEW CONSTRUCTION IN THiS PROJECT, MATCH EXISTING. 4. ALL MATERIALS & EQUIP. ARE NEW UNLESS OTHERWISE NOTED AS "EXISTING". 5. REMOVE ALL DEMOLISHED MATERIALS FROM SiTE. LEAVE SiTE CLEAN OF ALL CONSTRUCTION DUST AND DEBRIS AT THE END OF EACH DAY. CONTRACTOR WiLL BE RESPONSIBLE FOR ALL CUSTODIAL TiME ASSOCIATED WiTH CLEANING NOT PERFORMED BY CONTRACTOR. 6. CONTRACTOR TO PROVIDE FLUSH CONDITION AT ALL MASONRY OPENINGS, CUT BACK EX. STEEL AS REQUIRED. 7. CONTRACTOR iS RESPONSIBLE FOR REMOVING, RELOCATING, AND RECONNECTING ANY AND ALL MECHANICAL AND ELEC. EQUIPMENT, DEVICES, CONDUIT AND WiRiNG AFFECTED BY THE SCOPE OF WORK PRiOR TO DEMOLITION AND UPON COMPLETION OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL ASSOCIATED COMPONENTS AFFECTED BY THE SCOPE WORK. 8. CONTRACTOR iS RESPONSIBLE TO SURVEY AND DOCUMENT ALL LOCATIONS OF WORK PRiOR TO BiD. CONTRACTOR iS RESPONSIBLE TO CARRY ALL TRADES IN BiD NEEDED TO REMOVE AND REINSTALL ALL OBJECTS AFFECTED BY SCOPE OF WORK (1.E. ROOF LADDERS, EXHAUST, LOUVERS, SiGNAGE, ALARM SYSTEMS, ELEC. CONDUIT, AND ANY OTHER MiSC. ITEMS). 9. CONTRACTOR TO MATCH EXISTING MILLWORK, SURFACES AND OR HARDWARE FOR ANY NEW CONSTRUCTION. 40. CONTRACTOR iS RESPONSIBLE TO REPLACE/MATCH iN-KIND ALL DAMAGED ITEMS/MATERIALS CALLED TO BE REMOVED AND RETAINED/SALVAGED FOR REINSTALLATION DURING CONSTRUCTION. 44. CONTRACTOR TO COORDINATE AND REFERENCE ALL DRAWINGS PRIOR TO a DURING CONSTRUCTION. 42. CONTRACTOR TO COORDINATE WiTH OWNER ON ALL SECURITY AND EQUIPMENT INSTALLATION DURING CONSTRUCTION. I CONSTRUCTION NOTES &-> I 4. INSTALL RAMP FOR MAiN FLOOR ACCESS PRIOR TO ELEVATOR DEMOLITION PER PLANS SECTIONS AND DETAILS. 2. COVER PORTION OF DEMOLISHED WALL WiTH NEW BRiCK VENEER TO PROVIDE SEAMLESS TRANSITION ALONG RAMP WALLS. 3. PROVIDE A PARGING COAT AT EXISTING FOUNDATION WALL NEWLY EXPOSED ALONG RAMP. 4. PRO`T IDE CONCRETE SLAB AT TOP OF RAMP TO TRANSITION TO EXISTING PLAZA. 5. INSTALL SIDEWALK WiTH EXISTING SALVAGED PAVERS AND MATCH PATTERN. PROVIDE NEW TO MATCH EXISTING, IF REQUIRED. PROVIDE SEAMLESS TRANSITIONS AT BOTH ENDS AS iT TiES INTO EXISTING. PROVIDE METAL EDGING TO MATCH EXISTING AT PLANTING BED PERIMETER. 6. INSTALL (2) EXISTING LIGHT POSTS iN NEW LOCATION. COORDINATE WiTH ELECTRICAL. KEY PLAN NOT TO SCALE Project Title: Revision: Description: Date: Revised By: ���a���a�ytl:;n41 Drawing Title: Date: Drawing Number: OF CCU SILVER PETRLICELLI + ASSOCIATES ���� /v ,��` co NI,1111t/f4 South Windsor Town Hall - - - - ��. ,,,�,,,, "��� Qs 0- —' �cRamp JULY 'f7, 2020 Architects/Engineers/Interior Designers �� „aL` n.iti;- '� �`��''�. Q>Gr�,�F ��� Exterior Plan andSca/e: MHM rElevatorRenovationser 3190 Whitney Avenue, Hamden, CT 06518-2340 "' fi '�- Post it `;`�t, .'" (', No. A73 �C - Sections Drawn By: One os Hill Place, New London, CT 06320 �,, . A5 �44 �,,. 1540 Sullivan Avenue ..� r . Tel. 203 230 9007 Fax. 203 230 8247 ""� m► ����� Project Number: OR -Co- South Windsor, Connecticut 060744 silverpetrucelli.com PVC FENCE POST SECTION SCALE: 1/2' = T-O' 2x0 TOP RA 5x5 POSTS '-� X 11 TON GROOVE PIC TYPICAL GATE 'ITH HARDWARE ACCORDING TO 1AN UFAGTURER. DRDINATE LOCK WITH OWNER. 0" GONG. PAD - SEE PROJECT MANUAL 2 LAYERS 0X0 10/10 W.W.F. 0" PROCESSED AGGREGATE EXIST. OR NEW EARTH 2x0 BOTTOM RAIL BITUMINOUS GONG. DRIVEWAY r— — —7 x D x x x x ' x x I I t I X X NOTE: FENCE TO HAVE WOOD GRAIN FINISH TO MATCH ADJACENT LIBRARY _1111_�HNIIII IIII -IIII-IIII -IIII IIMill _ 10" ROUND FOOTING ------------J 4„ 8„ NOTE: VERIFY DIMENSION REQUIREMENTS WITH GU-1 MANUFACTURER REQUIREMENTS AND CLEARANCES. SEE MECHANI SAL DRAWINGS FOR MORE INFORMATION. PVC FENCE PANEL_ a CRATE ELEVATIONF SLAB DETAIL_ FENCE AND PAD SITE PLAN � A6 SCALE: 1/2" = T-O" t6 SCALE: 3/4" = T-O" ACC SCALE: -14' = 1'-0' 6 SECTION DETAIL- B SCALE: 3' = 1'-0' A5 Project Title: SFq� South Windsor Town Hall Elevator Renovations t �1540 Sullivan Avenue bjS'OR-Co South Windsor, Connecticut 06074 114" NPS GALV. STL. HANDR AI L 1-14" NPS GALV. STL. PIPE RAIL AT 4'-0" O.G. MAX, 0 144' NPS GALV. STL. BOTTOM RAIL DRILL AND EXTEND POST MIN. 4" INTO CONCRETE AND GROUT (NON -SHRINK) PROVIDE ADDITIONAL 42" i TO DEPTH OF HOLE AND �I � � ADDITIONAL 1' IN DIAMETER FOR NON -SHRINK GROUT FOR SIDES AND BOTTOM RAILING SECTION � SCALE: 1 4/2' = T-O" � SILVER / PETRLICELLI -I- ASSOCIATES Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Fax. 203 230 8247 sil verpetr•ucelli. corn Revision: Description: RAILING ELEVATION C SCALE: 1 1/2' = 'I'-O" SECTION DETAIL � SCALE: 3" = 1'-0' rJ Date: Revised By: Drawing Title: Site Details - EXISTING WALLS TO REMAIN. - EXISTING TO BE REMOVED. - NEW WALL. O- INDICATES CONSTRUCTION NOTE. O- INDICATES DEMOLITION NOTE. 4- ELEVATION OR SECTION NUMBER. �X - DRAWING NUMBER. e- X PLAN, SECTION, DETAIL OR ELEV. NUMBER. - INDICATES ELEVATION. GENERAL NOTES 1. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS S DIMENSIONS PRIOR TO CONSTRUCTION. 2. CONTRACTOR IS RESPONSIBLE TO REPAIR OR REPLACE ANY AREAS DAMAGED OUTSIDE THE SCOPE OF WORK RETURNING THEM TO THEIR ORIGINAL CONDITION AT NO EXPENSE TO OWNER. 3. PATCH ALL EXISTING MATERIALS AFFECTED BY NEW CONSTRUCTION IN THIS PROJECT, MATCH EXISTING. 4. ALL MATERIALS & EQUIP. ARE NEW UNLESS OTHERWISE NOTED AS "EXISTING". 5. REMOVE ALL DEMOLISHED MATERIALS FROM SITE. LEAVE SITE CLEAN OF ALL CONSTRUCTION DUST AND DEBRIS AT THE END OF EACH DAY. CONTRACTOR WILL BE RESPONSIBLE FOR ALL CUSTODIAL TIME ASSOCIATED WITH CLEANING NOT PERFORMED BY CONTRACTOR. 6. CONTRACTOR TO PROVIDE FLUSH CONDITION AT ALL MASONRY OPENINGS, CUT BACK EX. STEEL AS REQUIRED. 7. CONTRACTOR IS RESPONSIBLE FOR REMOVING, RELOCATING, AND RECONNECTING ANY AND ALL MECHANICAL AND ELEC. EQUIPMENT, DEVICES, CONDUIT AND WIRING AFFECTED BY THE SCOPE OF WORK PRIOR TO DEMOLITION AND UPON COMPLETION OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL ASSOCIATED COMPONENTS AFFECTED BY THE SCOPE WORK. 8. CONTRACTOR IS RESPONSIBLE TO SURVEY AND DOCUMENT ALL LOCATIONS OF WORK PRIOR TO BID. CONTRACTOR IS RESPONSIBLE TO CARRY ALL TRADES IN BID NEEDED TO REMOVE AND REINSTALL ALL OBJECTS AFFECTED BY SCOPE OF WORK (I.E. ROOF LADDERS, EXHAUST, LOUVERS, SIGNAGE, ALARM SYSTEMS, ELEC. CONDUIT, AND ANY OTHER MISC. ITEMS). 9. CONTRACTOR TO MATCH EXISTING MILLWORK, SURFACES AND OR HARDWARE FOR ANY NEW CONSTRUCTION. 10. CONTRACTOR IS RESPONSIBLE TO REPLACE/MATCH IN -KIND ALL nAMAGEM ITEMS/MATERIALS f-Al I ;=n -rn IMF RFMnV,Fn AND RETAINED/SALVAGED FOR REINSTALLATION DURING CONSTRUCTION. 11. CONTRACTOR TO COORDINATE AND REFERENCE ALL DRAWINGS PRIOR TO a DURING CONSTRUCTION. 42. CONTRACTOR TO COORDINATE WITH OWNER ON ALL SECURITY AND EQUIPMENT INSTALLATION DURING CONSTRUCTION. cons-rRucTIoN no-res @-> 1. INSTALL PAD FOR MECHANICAL EQUIPMENT, COORDINATE WITH MECHANICAL. 2. INSTALL FENCE, COORDINATE WITH MECHANICAL REQUIREMENTS. COORDINATE LENGTH TO CONCEAL THROUGH WALL PENETRATION AT MECHANICAL UNIT. NOT TO SCALE Date: Drawing Number: JULY 17, 2020 Scale: MHM Dravin By: 'I4" = 1'-0" Prgiect Number: 49.182 1 Project Title: r-Lv. IYt i • I r HANDRAIL DETAIL TOP OF RAMP SCALE 1" = 11-0" ;=r7')i 1 n 1 1 Y Qt n n i-;=n LiNE OF F 1'12" ACTUA STL. HAN[ BRACKET HANDRAIL DETAIL.. C SCALE: 1'12" = 1'-0" �7 4-12" GAL RA1I HANDRAIL DETAIL BOTT. OF RAMP SCALE 1" = 1'-O" 442" L V2" tii' ACTUAL DiA. GALV. STL. HANDRAIL GALV. STL. BRACKETS AT 4-0" O.C. BOLTS AS REQUIRED HANDRAIL DETAIL � SCALE 3" = 1'-0" 1�7 r r Y 4 lf�S()R•C 0 - EXTERIOR RAMP ELEVATION � SCALE: 1/2" = 1'-O"? 2x6 P r Wn Gi iAl2DRAll 48" A.F.F. CONT. 2X4 P.T. WD. NOTCH EXISTING 4X4 POST 442" L"I\ 1-12" ACTUAL DIA. GALV. METAL- HANDRAiLS, SEE DETAIL A/A4 4X4 P.T. WOOD POST 2X2 P.T. WOOD PICKET SPACE ® 5" O.G. MAX. CREATING 3-12" CLEAR 2X2 P.T. WOOD HORiZ. EDGE PROTECTION. 2X6 P.T. JOISTS 0 12" O.G. 5/4 X 6 P.T. WD. DECKING SPACE PER MANUF. REQ'MTS. JOIST HANGERS CONT. 2X6 P.T. NOTCH EXISTING 4X4 POST BASE PLATE BEY CONT. 2X4 P.T. WD., NOTCH 4X4 POST BASE PLATE (1M1 CONC. FOOTING 6 tY r LO to 0 W 111 W W_ Q d F p 0 m io Z DAMP SECTION SCALE 1/2" = 1'-0" South Windsor Town Hall Elevator Renovations 1540 Sullivan Avenue South Windsor, Connecticut 06074 91 SYMBOL LEGEi`D - EXISTING WALLS TO REMAIN. - EXISTING TO BE REMOVED. - NEW WALL. HHHHHHHH h I r IOX `� OX - INDICATES CONSTRUCTION NOTE. - INDICATES DEMOLITION NOTE. - ELEVATION OR SECTION NUMBER. LE I X - DRAWING NUMBER. I LJ PLAN, SECTION, DETAIL OR ELEV. NUMBER. N ty - INDICATES ELEVATION. SILVER / PETRLICELLI + ASSOCIATES Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Tax. 203 230 8247 sil verpetrucelli. corn EXTERIOR RAMP ELEVATION 3 SCALE: 1/2" = 11-01? r L.. A-\.L AA =11 I M T 1J =: I'v L r L. AA 11 SCALE: 44' = 1'-0" ��7 1 7 Revision: Description: Date: Revised By: OF (,(jN� tr y 4t, Xis J o �4. ti1440 ,. (V0. 473 GENERAL NOTES 1. CONTRACTOR 1S RESPONSIBLE TO FiELD VERIFY ALL EXISTING CONDITIONS 6 DIMENSIONS PRIOR TO CONSTRUCTION. 2. CONTRACTOR 1S RESPONSIBLE TO REPAIR OR REPLACE ANY AREAS DAMAGED OUTSIDE THE SCOPE OF WORK RETURNING THEM TO THEIR ORIGINAL CONDITION AT NO EXPENSE TO OWNER. 3. PATCH ALL EXISTING MATERIALS AFFECTED BY NEW CONSTRUCTION IN THiS PROJECT, MATCH EXISTING. 4. ALL MATERIALS ai EQUIP. ARE NEW UNLESS OTHERWISE NOTED AS "EX1STiNG". S. REMOVE ALL DEMOLISHED MATERIALS FROM SiTE. LEAVE SiTE CLEAN OF ALL CONSTRUCTION DUST AND DEBRIS AT THE END OF EACH DAY. CONTRACTOR WiLL BE RESPONSIBLE FOR ALL CUSTODIAL TiME ASSOCIATED WiTH CLEANING NOT PERFORMED BY CONTRACTOR. 6. CONTRACTOR TO PROVIDE FLUSH CONDITION AT ALL MASONRY OPENINGS, CUT BACK EX. STEEL AS REQUIRED. 7. CONTRACTOR iS RESPONSIBLE FOR REMOVING, RELOCATING, AND RECONNECTING ANY AND ALL MECHANICAL AND ELEC. EQUIPMENT, DEVICES, CONDUIT AND WiRiNG AFFECTED BY THE SCOPE OF WORK PRiOR TO DEMOLITION AND UPON COMPLETION OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL ASSOCIATED COMPONENTS AFFECTED BY THE SCOPE WORK. 8. CONTRACTOR iS RESPONSIBLE TO SURVEY AND DOCUMENT ALL LOCATIONS OF WORK PRIOR TO BiD. CONTRACTOR 1S RESPONSIBLE TO CARRY ALL TRADES iN BiD NEEDED TO REMOVE AND REINSTALL ALL OBJECTS AFFECTED BY SCOPE OF WORK (1.E. ROOF LADDERS, EXHAUST, I.— ER S, _? %_41 E, ALARM SY STEMS, ELEC. CONDUIT, AND ANY OTHER MiSC. ITEMS). 9. CONTRACTOR TO MATCH EXISTING MILLWORK, SURFACES AND OR HARDWARE FOR ANY NEW CONSTRUCTION. 40. CONTRACTOR 1S RESPONSIBLE TO REPLACE/MATCH iN-KIND ALL DAMAGED ITEMS/MATERIALS CALLED TO BE REMOVED AND RETAINED/SALVAGED FOR REINSTALLATION DURING CONSTRUCTION. 11. CONTRACTOR TO COORDINATE AND REFERENCE ALL DRAWINGS PRIOR TO a DURING CONSTRUCTION. 12. CONTRACTOR TO COORDINATE WiTH OWNER ON ALL SECURITY AND EQUIPMENT INSTALLATION DURING CONSTRUCTION. DEMOLITION NOTES 0� 1. REMOVE PAVERS, SUBSTRATE AND EARTH FOR RAMP FOOTINGS. I C nNATP L jr TintS NnTRA (Y-0-4 I 1. INSTALL RAMP FOR MAiN FLOOR ACCESS PRIOR TO ELEVATOR DEMOLITION PER CONSTRUCTION PER DETAILS. 2. PROVIDE A SEPARATE ALTERNATE COST FOR INSTALLING A PREFABRICATED ALUMINUM RAMP THAT MEETS ALL APPLICABLE CODES AND ADA IN A SiMiLAR CONFIGURATION TO THE WOOD RAMP PRIOR TO ELEVATOR DEMOLITION. SEE PROJECT MANUAL. KEY PLAN NOT TO SCALE Drawing Title: ' Alternate Ramp & Details Date: JULY 17, 2020 Scale. Drawn By: Project Number: •2 Drawing Number.• �l GENERAL NOTES GENERAL 1. LOADS OPENINGS AND STRUCTURE IN ANYWAY RELAIEDTOREQUIREMENTS OFOTHER (NON-STRUCTURAL DISCIPLINES ARE SHOWN FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL OBTAIN FROM THE HEATING AND VENTILATING, ELECTRICAL, PLUMBING AND OTHER SUBCONTRACTORS THE FINAL APPROVED SIZE AND LOCATION OF ALL OPENINGS AND WORK TO BE PROVIDED FOR THEIR TRADE IN ROOFS, FLOORS AND WALLS, WHETHER SHOWN OR NOT SHOWN ON STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSMISSION OF REQUIREMENTS, LOCATIONS AND DETAILS TO STRUCTURAL SUBCONTRACTORS. EXCESS COST RELATED TO VARIATION IN MECHANICAL REQUIREMENTS ARE NOT TO BE BORNE BY THE OWNER. 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 3. SHOP DRAWINGS ARE TO BE CHECKED BY THE CONTRACTOR AND SUBCONTRACTOR AND BEAR CHECKER'S INITIALS BEFORE BEING SUBMITTED TO THE ARCHITECT FOR APPROVAL. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ANGLES AND EXISTING CONDITIONS BEFORE PROCEEDING WITH ANY WORK. 5. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE SAME AND SIMILAR SITUATIONS THROUGHOUT THE BUILDING, UNLESS OTHERWISE SPECIFICALLY NOTED. 6. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO SUBMITTING THEIR BID FOR REFERENCE TO ALL NOTES ON ARCHITECTURAL DRAWINGS REFERRING TO SEE STRUCTURAL DRAWINGS. IF THE SIZE OF ELEMENTS AND DETAILING OF MEMBERS IS NOT INDICATED, THE CONTRACTOR SHALL CONTACT THE ARCHITECT TO REQUEST THE MISSING INFORMATION IN PREPARATION OF THEIR BID. THESE REFERENCED ITEMS SHALL BE PART OF THE BASE BID. 7. IN CASES OF DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND SUBMITTED SHOP DRAWINGS, THE CONTRACT DOCUMENTS SHALL GOVERN INSTALLATION OF MATERIALS. FOUNDATIONS 1. BACKFILLING SHALL BE ACCOMPLISHED TO EQUAL HEIGHTS ON BOTH SIDES OF FOUNDATION WALLS TO PREVENT MOVEMENTS DUE TO UNBALANCED EARTH PRESSURE. WHERE EARTH IS ON ONE SIDE ONLY, BACKFILLING AND COMPACTION SHALL NOT START UNTIL FLOOR SLAB OR ADEQUATE BRACING IS PROVIDED FOR WALL SUPPORT (EXCEPT AT RETAINING WALLS). 2. ALL FOOTINGS ARE TO REST ON UNDISTURBED NATURAL SOIL, AS DEFINED IN THE SPECIFICATIONS, OR CONTROLLED COMPACTED FILL, REGARDLESS OF ELEVATIONS SHOWN ON DRAWINGS. FOOTING BOTTOM ELEVATIONS SHALL NOT BE HIGHER THAN INDICATED ON THE FOUNDATION PLAN, NOR LESS THAN 3-6" BELOW FINISH GRADES. 3. ALL CONTROLLED COMPACTED BACKFILL UNDER FOOTINGS AND WITHIN THE FOOTPRINT OF THE STRUCTURE SHALL BE COMPACTED TO 95% OF THE MODIFIED OPTIMUM DENSITY. 4. WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SUBSURFACE PIPING OR CONDUIT, BOTTOM OF FOOTINGS SHALL BE AT LEAST 8" BELOW INVERT ELEVATION OF PIPING OR CONDUITS. 1. 5. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. 6. USE LEAN CONCRETE (f'c=1500) OR CONTROLLED COMPACTED FILL FOR OVER -EXCAVATION OF FOOTINGS. 7. PLACEMENT OF ALL COMPACTED FILL MATERIALS MUST BE UNDER SUPERVISION OF AN APPROVED TESTING LABORATORY. CONCRETE FOUNDATIONS SHALL NOT BE PLACED UNTIL SUBGRADE HAS BEEN CHECKED IN PLACE AND APPROVED BY TESTING LABORATORY. 8. EXISTING ON -SITE EXCAVATED MATERIALS SHALL NOT BE ACCEPTABLE BACKFILL MATERIAL BELOW BUILDING FOUNDATIONS, SLABS ON GRADE, OR FOR BACKFILLING OF FOUNDATION WALLS UNLESS APPROVED BY A GEOTECHNICAL ENGINEER. 9. THE LOCATION AND ELEVATION OF EXISTING FOOTINGS INDICATED ARE BASED ON DRAWINGS BY DATED WHICH HAVE BEEN PROVIDED TO THE DESIGNERS BY THE OWNER. THIS INFORMATION IS PROVIDED FOR BIDDING PURPOSES ONLY. ACTUAL EXISTING FOUNDATIONS MAY VARY FROM WHAT IS INDICATED, AND MUST BE VERIFIED IN FIELD PRIOR TO PREPARATION OF SHOP DRAWINGS. NOTIFY ARCHITECT IF EXISTING CONDITIONS PRECLUDE USE OF DETAILS AS SHOWN. 10. PROVIDE CONTINUOUS BENTONITE WATERSTOPS BETWEEN THE TOP OF FOOTING AND BOTTOM OF ALL WALLS WHERE THE SLAB ON GRADE IS BELOW THE FINISH GRADE. PLACE THE WATERSTOP WITH A MINIMUM OF 2" CLEAR FROM THE FACE OF WALL, OR PER THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. ATTACH WATERSTOP TO THE CONCRETE PER THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. 1. ALL SLABS ON GRADE SHALL BEAR ON A 15 MIL, CLASS A, VAPOR RETARDER OVER A MINIMUM OF 4 INCHES OF 3/4" COMPACTED PROCESSED AGGREGATE FILL, OVER A MINIMUM OF 6 INCHES OF COMPACTED GRAVEL FILL. ALL JOINTS OF THE VAPOR RETARDER SHALL BE SEALED WITH TAPE. TURN THE VAPOR BARRIER UP AT ALL TERMINATIONS AGAINST FOUNDATION WALLS AND SEAL JOINT BY CONTINUOUSLY TAPING. 2. CONTRACTOR SHALL CONSOLIDATE ALL SLAB CONCRETE USING VIBRATIONAL METHODS IN CONFORMANCE WITH ACI 309, GUIDE FOR CONSOLIDATION OF CONCRETE. MATERIALS CONCRETE SHALL MEET THE REQUIREMENTS OF THE EXPOSURE CATEGORY LISTED BELOW PER ACI 318 CHAPTER 19, AND SHALL HAVE THE MAXIMUM WATER TO CEMENT RATIO, TARGET AIR CONTENT AND DEVELOP STRENGTH IN 28 DAYS AS FOLLOWS: LOCATION EXPOSURE STRENGTH MAXIMUM WATER TARGET AIR CATEGORY (PSI) TO CEMENT RATIO CONTENT FOUNDATIONS F2 3000 0.45 6`Yo SLABS ON GRADE FO 3500 N/A N/A 1. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS MUST FOLLOW ACI 318-14. 2. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. 3. UNLESS NOTED OTHERWISE, ALL LAP SPLICES SHALL BE CLASS B, IN ACCORDANCE WITH ACI 318-14. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A-185. 5. WIRE MESH REINFORCEMENT MUST LAP ONE MESH SIZE AT SIDES AND ENDS AND BE WIRED TOGETHER. 1. 6. WELDED WIRE FABRIC SIDE LAPS SHALL BE STAGGERED TO AVOID FOUR MESH THICKNESS AT COINCIDING END LAP AND SIDE LAP LOCATION. 0 7. NO CALCIUM CHLORIDE OR ADMIXTURES CONTAINING MORE THAN 0.1 /o CHLORIDE BY WEIGHT OF ADMIXTURE SHALL BE USED IN THE CONCRETE. 8. AT INTERSECTIONS OF REINFORCED CONCRETE WALLS, PROVIDE CORNER DOWELS OF SAME SIZE AND AT THE SAME SPACING AS THE SMALLER HORIZONTAL REINFORCING. DOWELS SHALL HAVE A CLASS B LAP WITH HORIZONTAL REINFORCING IN EACH DIRECTION. 9. PROVIDE DRILLED AND EPDXIED DOWELS OF SAME SIZE TO MATCH NEW REINFORCING WHERE NEW CONSTRUCTION ABUTS EXISTING CONCRETE CONSTRUCTION. LENGTH SHALL BE THE REQUIRED EMBEDMENT DEPTH PER THE ANCHOR BOLT/EPDXY MANUFACTURER PLUS A CLASS B LAP SPLICE FOR THE SIZE OF BAR. 10. PROVIDE CORROSION RESISTANT ACCESSORIES IN ALL EXPOSED CONSTRUCTION. 11. ALL KEYS IN CONCRETE WALLS SHALL BE 2 X 4 UNLESS NOTED OTHERWISE. 12. SEE ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, SITE, SITE UTILITY AND EQUIPMENT DRAWINGS FOR CONCRETE PADS, SLEEVES, OPENINGS, RECESSES, AND BUILT-IN WORK IN CONCRETE ELEMENTS. 13. THE CONTRACTOR SHALL FURNISH, LOCATE AND INSTALL ALL ACCESSORIES FOR PROPER ANCHORAGE OF WOOD AND METAL FRAMING, WOOD BLOCKING, BRICK WORK AND MASONRY UNITS. HE SHALL BE SOLELY RESPONSIBLE FOR FURNISHING, LOCATING AND ENSURING PROPER QUANTITY OF ALL FASTENING DEVICES. 14. ALL CONCRETE TO REMAIN EXPOSED TO VIEW SHALL RECEIVE A SMOOTH RUBBED FINISH. 15. ALL CONCRETE CORNERS WITH BOTH SIDES EXPOSED TO VIEW SHALL BE SQUARE UNLESS OTHERWISE SHOWN OR NOTED. THE EDGE SHALL BE RUBBED, PRODUCING A SMOOTH, DENSE SURFACE WITHOUT PITS OR IRREGULARITIES. 16. PROVIDE CLEARANCE FROM EDGE OF REINFORCING TO EDGE OF CONCRETE AS FOLLOWS: FOOTINGS (AGAINST EARTH) 3" WALLS, (#5 AND SMALLER) 1 1/2" WALLS, EXTERIOR FACE (#6 AND LARGER) 2" SLABS (INTERIOR) 3/4" SLABS (EXTERIOR) 1 1/2" SLABS ON GRADE (W.W.F.) 1/3 X THK. FROM TOP SURFACE STRUCTURAL STEEL MATERIALS: STRUCTURAL STEEL ASTM A 36 ALL W SHAPES ASTM A 992, GR.50 BOLTS ASTM A325 ANCHOR BOLTS ASTM F1554, GRADE 36 WELDING ELECTRODE ASTM E 70 1. DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO CURRENT AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION. 2. WELDING SHALL CONFORM TO THE CODE FOR "ARC AND GAS WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY. 3. ALL LOOSE BEAM LINTELS SHALL HAVE 8" MINIMUM BEARING. SEE ARCHITECTURAL JAMB DETAILS FOR LENGTHS. 4. FOR MISCELLANEOUS STEEL REFER TO ARCHITECTURAL DRAWINGS. 5. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER IN ACCORDANCE WITH A.W.S. STANDARDS. 6. CONNECTIONS: CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE A.I.S.C. MANUAL OF STEEL CONSTRUCTION. CONNECTIONS SHALL BE PROVIDED TO CONFORM TO THE REQUIREMENTS OF TYPE 2 CONSTRUCTION UNLESS OTHERWISE DETAILED. MINIMUM CONNECTION ANGLE THICKNESS SHALL BE 5/16". MINIMUM SHEAR PLATE IS 3/8". CONNECTIONS SHALL BE MADE USING 3/4" DIAMETER ASTM A325 BOLTS (SNUG TIGHT OR SLIP CRITICAL) OR WELDS, UNLESS NOTED OTHERWISE. IF TENSION CONTROL BOLTS ARE USED, CONNECTIONS SHALL BE DESIGNED FOR SLIP CRITICAL BOLT ALLOWABLE LOAD VALUES USING CLASS A FAYING SURFACE. Project Title: �.� N -SF-• �v_ . �.S0R. CO., USE LARGER OF 1/4" FILLET WELDS OR MINIMUM SIZE PER AISC REQUIREMENTS WHERE NO WELD SIZE IS SHOWN ON DRAWINGS. 7. SUBSTITUTION OF STRUCTURAL STEEL MEMBERS IS PERMITTED TO FACILITATE DELIVERY AT NO ADDITIONAL COST TO THE OWNER. SUBSTITUTED MEMBERS MUST BE OF THE SAME NOMINAL DEPT H AS THE MEMBER ORIGINALLY INDICAT ED AND HAVE A WEIGHT GREATER THAN THAT INDICAT ED. BEAM FLANGES MUST NOT INFRINGE ON ADJACENT ARCHITECTURAL ELEMENTS. 8. SPRAY -ON FIREPROOFING SHALL BE APPLIED TO ALL STRUCTURAL STEEL TO ACHIEVE REQUIRED FIRE RATING, UNLESS OTHER PROTECTIVE COATING IS INDICATED ON THE ARCHITECTURAL DRAWINGS. 9. EXISTING STEEL SURFACES TO RECEIVE FIELD WELDS SHALL BE THOROUGHLY CLEANED UNTIL FREE FROM PAINT, RUST, GREASE, ETC. 10. PROVIDE AN ELEVATOR HOIST BEAM AT EACH ELEVATOR. THE BEAM SHALL BE A WSX21 MINIMUM. COORDINATE WITH THE ARCHITECTURAL DRAWINGS. THE BEARING PLATE ON MASONRY WALLS SHALL BE A PLATE 3/416112" MINIMUM WITH (2)-3/4" DIAMETER ANCHOR BOLTS SET INTO GROUTED MASONRY. 11. CONSTRUCTION MANAGER IS RESPONSIBLE TO COORDINATE THE ELEVATOR SHAFT DIMENSIONS WITH STRUCTURAL STEEL FABRICATOR. 12. STEEL CONTRACTOR SHALL PROVIDE SKETCHES FOR ALL CORRECTIVE FIELD WORK WHICH SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. ALL SKETCHES SHALL BE SIGNED AND SEALED BY THE STEEL FABRICATORS CONNECTIONS ENGINEER. METAL ROOF DECK 1. MATERIALS: TYPICAL METAL DECK SHALL BE 1 1/2" GALVANIZED WIDE RIB TYPE WITH NESTING SIDE SEAMS OF GAGE INDICATED ON THE DRAWINGS. DECK SHALL CONFORM TO "BASIC DESIGN SPECIFICATION" AS ADOPTED BY THE STEEL DECK INSTITUTE. 2. ATTACHMENT: METAL DECK SHALL BE POWER ACTUATED FASTENED TO SUPPORTING STEEL WITH HILTI X-EDN19 OR EQUAL SPACED NOT MORE THAN 121, ON CENTER WITH A 36/4 FASTENING PATTERN, UNLESS OTHERWISE NOTED ON THE DRAWINGS. SCREW METAL ROOF DECK TO STEEL MEMBERS PARALLEL TO SPAN OF DECK USING HILTI X-EDN19 FASTENERS SPACED AT 12" ON CENTER. WELDING OF THE ROOF DECK IS PROHIBITED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH #10 SELF TAPPING SCREWS. THE MAXIMUM SPACING OF SIDE LAP CONNECTIONS SHALL BE V-6", WITH A MINIMUM OF (4) SCREWS PER SPAN. FOR 3" DECK USE A MINIMUM OF (8) SCREWS PER SPAN. MATERIALS: HOLLOW LOAD BEARING UNITS: ASTM C 90 (NET AREA COMPRESSIVE STRENGTH OF CMU UNIT = 2000PSI) MORTAR: (TYPE S) ASTM C 270 (COMPRESSIVE STRENGTH OF MASONRY ASSEMBLY, f'm = 2000 PSI) GROUT FOR REINFORCED MASONRY: ASTM C 476 (COMPRESSIVE STRENGTH AT 28 DAYS = 2500 PSI) GROUT FOR REINFORCED MASONRY: ASTM C 476 SOLID LOAD BEARING UNITS: (GRADE N-1) ASTM C 145 CONCRETE BRICK: (GRADE N-1) ASTM C 55 1. WALLS INDICATED ON STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR LOCATION, THICKNESS AND COMPOSITION OF MASONRY WALLS. 2. ALL MASONRY WALLS SHALL CONTAIN THE FOLLOWING REINFORCING: 145 VERTICAL BAR AT 32" ON CENTER. 246 VERTICAL BARS AT BOTH SIDES OF DOOR, WINDOW AND MECHANICAL OPENINGS. 245 HORIZONTAL BAR MINIMUM ABOVE AND BELOW ALL WINDOW AND MECHANICAL OPENINGS AND ABOVE ALL DOOR OPENINGS. PROVIDE ADDITIONAL BARS ABOVE DOORS, WINDOWS AND MECHANICAL OPENINGS AS REQUIRED IN ACCORDANCE WITH LINTEL SCHEDULE ON ARCHITECTURAL DRAWINGS. 2-#5 HORIZONTAL AT TOP OF ALL WALLS, AND AT BOND BEAMS CONNECTED TO FLOORS AND ROOFS, UNLESS OTHERWISE INDICATED. 2 #6 VERTICAL BARS AT ENDS OF ALL WALLS, AND EACH SIDE OF CONTROL JOINTS. STANDARD LADUR TYPE DESIGN DUR-O-WAL HORIZONTAL REINFORCING @ 16" O.C. VERTICAL. SIDE WIRE SIZE SHALL BE #9 GAGE WIRE. 3. PROVIDE VERTICAL DOWELS FROM CONCRETE WALLS INTO ALL CMU WALLS. SIZE AND SPACING OF THE DOWELS SHALL MATCH THE VERTICAL REINFORCING AS SPECIFIED IN THESE GENERAL NOTES, UNLESS OTHERWISE NOTED ON THE DRAWINGS. DOWEL LENGTHS SHALL BE THE REQUIRED CONCRETE DEVELOPMENT LENGTH PLUS THE REQUIRED BAR LAP SPLICE LENGTH FOR MASONRY AS SPECIFIED IN THESE GENERAL NOTES. 4. ALL VERTICAL WALL REINFORCING SHALL BE CONTINUOUS FOR THE FULL HEIGHT OF MASONRY WALLS, INCLUDING THROUGH CONTINUOUS MASONRY BOND BEAMS UNLESS OTHERWISE INDICATED. 5. ALL GROUTING OF MASONRY WALLS SHALL BE ASSUMED TO BE COMPLETED BY LOW LIFT GROUTING METHODS. IF THE CONTRACTOR PROPOSES TO UTILIZE HIGH LIFT GROUTING METHODS THEY SHALL SUBMIT THEIR PROPOSED HIGH LIFT GROUTING PROCEDURE FOR REVIEW PRIOR TO STARTING ANY GROUTING ON THE PROJECT SITE. 6. REINFORCING ABOVE WINDOWS, DOORS AND MECHANICAL OPENINGS IN THE EXTERIOR WALLS SHALL BE IN A BOND BEAM COURSE ABOVE THE STEEL LINTELS PROVIDED AT THESE OPENINGS. BOND BEAMS SHALL EXTEND 2-0" BEYOND THE OPENING. 7. CELLS CONTAINING REINFORCING BARS AND ALL CELLS BELOW GRADE SHALL BE GROUTED SOLID. ALL OTHER CELLS SHALL REMAIN HOLLOW EXCEPT WHERE NOTED. THE CONTRACTOR SHALL NOT RUN CONDUIT OR PIPE IN CELLS CONTAINING REINFORCING. 8. ALL BOLTS OR ANCHORS SHALL BE SOLIDLY EMBEDDED IN MORTAR OR GROUT. IF BOND BEAM IS NOT LOCATED AT BOLT OR ANCHOR ELEVATION, PROVIDE LATH AND FILL CELL LOCALLY TO PROVIDE SUBSTRATE FOR BOLT OR ANCHOR. GROUT CELL ABOVE ALL MASONRY ANCHORS. 9. GROUT SOLID MASONRY FOR FULL HEIGHT OF WALL BELOW EACH LOOSE LINTEL AND PROVIDE #4 VERTICAL IN NEW OR EXISTING CORE. 10. GROUT SOLID MASONRY FOR TWO COURSES BELOW EACH BEAM BEARING EXCEPT AS NOTED. 11. PROVIDE CONTINUOUS GROUTED BOND BEAM WHERE MASONRY ANCHORS CONNECT CONCRETE MASONRY TO STEEL FRAMING. GROUT CELL ABOVE ANCHOR. 12. HOLLOW UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS, EXCEPT THAT WEBS SHALL ALSO BE BEDDED IN ALL COURSES OF BEARING AND SHEAR WALLS, PIERS, COLUMNS AND PILASTERS, AND IN THE STARTING COURSE ON FOOTINGS AND SOLID FOUNDATION WALLS, AND WHERE ADJACENT TO CELLS OR CAVITIES WHICH ARE TO BE REINFORCED AND/OR FILLED WITH GROUT. 13. MORTAR PROTRUSIONS EXTENDING INTO CELLS OR CAVITIES TO BE REINFORCED AND/OR GROUTED SHALL BE REMOVED. 14. ALL MASONRY WALLS SHALL BE BRACED AT THE TOP WHERE MASONRY ENDS AT THE UNDERSIDE OF FLOOR OR ROOF CONSTRUCTION. REFER TO TYPICAL DETAILS. 15. ALL MASONRY WALLS THAT DO NOT EXTEND TO BOTTOM OF FLOOR OR ROOF STRUCTURE ABOVE SHALL BE BRACED AT THE TOP, UNLESS BRACED HORIZONTALLY BY COLUMNS OR INTERSECTING WALLS AT A MAXIMUM SPACING OF 11 FEET FOR 4" WALLS,17 FEET FOR 6" WALLS, 23 FEET FOR 8" WALLS, AND 33 FEET FOR 12" WALLS. THE ENDS OF THE WALLS MUST BE ANCHORED TO INTERSECTING WALLS BY EITHER TOOTHING OR MECHANICAL ANCHORS. THERE SHALL BE NO VERTICAL CONTROL JOINTS WITHIN THE HORIZONTAL SPAN OF THE WALL BETWEEN THE INTERSECTING WALLS. 16. SOLID UNITS SHALL BE LAID WITH FULL HEAD AND BED JOINTS. 17. COLLAR (VERTICAL LONGITUDINAL) JOINTS BETWEEN THE FACING AND BACKING WYTHES IN WALLS SHALL BE COMPLETELY FILLED WITH MORTAR OR GROUT AND WORKED IN WITH A TROWEL. 18. ALL INTERSECTING WALLS SHALL BE TIED TOGETHER IN MASONRY BOND UNLESS NOTED OTHERWISE. 19. MINIMUM DEVELOPMENT LENGTH AND SPLICE LENGTH OF MASONRY REINFORCING SHALL BE AS FOLLOWS: BAR SIZE DEVELOPMENT LENGTH SPLICE LENGTH JOINT REINFORCING 9" 12" #4 18" 24" #5 25" 30" #6 27" 36" #7 32" 42" 20. SUBMIT SHOP DRAWINGS INDICATING THE PLACEMENT OF ALL REINFORCING REQUIRED IN MASONRY WALLS. REFER TO SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS. SHOP DRAWINGS SHALL INDICATE THE LOCATION OF ALL CONTROL JOINTS, AND THE REQUIRED LAP SPLICES FOR ALL REINFORCING. 21. SUBMIT SHOP DRAWINGS INDICATING THE PLACEMENT OF TOP OF WALL PARTITION ANCHORS AT ALL INTERIOR CMU WALLS. COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS. 22. PROVIDE AN ELEVATOR HOIST BEAM AT EACH ELEVATOR. THE BEAM SHALL BE A W8X21 MINIMUM. COORDINATE WITH THE ARCHITECTURAL DRAWINGS. THE BEARING PLATE ON MASONRY WALLS SHALL BE A PLATE 3/416112" MINIMUM WITH (2)-3/4" DIAMETER ANCHOR BOLTS SET INTO GROUTED MASONRY. UNDERPINNING NOTES 1. SUBMIT CALCULATIONS AND DRAWINGS PREPARED BY AN ENGINEER LICENSED IN THE STATE OF CONNECTICUT FOR THE UNDERPINNING WORK TO BE PERFORMED ON THE PROJECT. 2. EXCAVATE A MAXIMUM OF 5 FOOT LENGTHS FOR UNDERPINNING PIERS SPACED A MINIMUM OF 15 FEET ON CENTER A SINGLE STAGE OF WORK. INTERMEDIATE SECTIONS SHALL BE PERFORMED AS ADDITIONAL STAGES, UP2, UP3, ETC, AS INDIVIDUAL OPERATIONS. (SEE PLAN FOR STAGE INDICATION AND LAYOUT OF PIERS). EACH STAGE OF UNDERPINNING SHALL BE COMPLETED BEFORE THE NEXT STAGE BEGINS. 3. EXCAVATE TO DEPTH SHOWN ON DRAWINGS USING HAND METHODS AND SHEETING BOARDS AS REQUIRED TO PREVENT SLOUGHING OF THE SOIL INTO THE EXCAVATION. WHERE SOIL IS COHESIVE AND WILL CUT TO A VERTICAL EXCAVATION WITHOUT SLOUGHING, THE SHEETING INSTALLED MAY BE LIMITED TO THAT REQUIRED FOR SAFETY AND TO MEET THE LEGAL REQUIREMENTS OF WORKING IN AN EXCAVATION. DO NOT ASSUME THAT SHEETING IS NOT REQUIRED, UNLESS APPROVED BY THE ENGINEER BASED ON THE INITIAL EXCAVATION. PACK SPACES BETWEEN SHEETING BOARDS WITH GROUT TO PREVENT SOIL FROM SIFTING FROM BELOW EXISTING FOOTINGS. PROTECT SOIL BEHIND SHEETING FROM DRYING OUT BY WETTING OR COVERING WITH POLYETHYLENE. PLACE CONCRETE INTO PIT EXCAVATION THE SAME DAY AS EXCAVATION IS COMPLETED. 4. PLACE CONCRETE, 4000 PSI LOW SLUMP CONCRETE, IN SHEETING, OR TIGHT EXCAVATION IN THE CASE WHERE SOIL REQUIRES NO SHEETING TO REMAIN SOUND AND TIGHT AT EDGES OF EXCAVATION. STOP CONCRETE PLACEMENT 3 INCHES BELOW BOTTOM OF EXISTING FOOTINGS OR FOUNDATION BEING UNDERPINNED. AFTER 48 HOURS HAS ELAPSED, DRYPACK THE 3" GAP USING NON -SHRINK GROUT WITH ONLY ENOUGH WATER ADDED TO MAKE THE MATERIAL COHESIVE AND TO PROPERLY CURE THE MIX. PACK INTO VOID TIGHTLY FROM ACCESS SIDE USING A PIECE OF WOOD TO PACK TIGHTLY INTO SPACE. A MINIMUM OF 48 HOURS AFTER DRYPACKING IS COMPLETE, THE NEXT STAGE OF UNDERPINNING MAY PROCEED. 5. EXCAVATION SHALL PROCEED FROM ONLY ONE SIDE OF THE FOOTING/WALL BEING UNDERPINNED. USE EXTREME CARE IN THE REMOVAL OF SOIL TO AVOID DISTURBING THE ADJACENT BEARING SOIL AT EACH SIDE OF THE PIT BEING EXCAVATED. 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X WELD TO EXISTING WF. 1 r------ I a 1 EX. 61 1-----------11--L-EX.-T61WFt45-L--L-----'r------------ -1 TYPICAL r -----' r - r --- - ( I III PIN -7- L-----------�------------ 1 1 1 O O LINTEL L-1 N I \ / I m 1 I \ p i CCO D 1 , IW I r 1 Lr> Lr> I > 1 1 1 1b 10 00 1 2 i 11 I I I I m S200 1 w I 1 I 1 z 1 I O 1 1 1 I I - I ----- -- �I I I I ---- �8.Jr-65---- = 1 1 , I I 11 I I- -------- -----EX._1282�--- --- -_------------EX-16WE36------ ---------------------------- ------------------------- ' ; 1 , 11'-10" 14'-011 UPPER FLOOR PLAN SCALE: 44' = l'-O' SILVER / PETRLICELLI + ASSOCIATES Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 Tel. 203 230 9007 Fax. 203 230 8247 silverpetrucelli. com Revision: Description: Date., Revised By. `aa0t1>t 111 I11.,��, e��yy .. MAIN FLOOR PLAN 2 SCALE: 44' = 4'-0" S'IOO LINTEL L-1= (2)-L5X3 1/2X5/16 (M.O. +1'-4") I' I I I' I I' I II ' i EX. 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BF 11 I� r------- ;� m ;-ii1 6.67Li_L_i-;- m m m ----- II L _- T T- L--L--L--L--I--- I --- I --- I---'-----T ��1_-'- T . 67------------ � r------------------- I t------- I I--------I------f---III I I- _ _ _ n n _ _ _ _ I LINTEL L-1El 1 I 1 o I I I o1 1 1 - I w l S200 I I I I oco f 1 1 - 1- -- co 1 I L-----� I r6 1 I r--------I 1 1 I m l -- I I � --- - I I I �, � I' I I I 1 II•- ------- , ,;� , , 1 m �I m I 1-----� - - - 1 r-------_ -- LIL� I ' L- L----_--_- - I- -- 1 I---_� 107.25'IT L___________ L______ ___ __________ -� - �i I- J JL ----BF '' I 1 I r ____CUT DOWN PORTIONL - ,'' _ _J I OF COLUMN FOOTING T EX. FTG EX. FTG L- - - - - J BF 108.25'I WITHIN ELEVATOR PIT. '�-� I EX, FTG r--- 1 1 DO NOT OVERCUT I I B/F EL.107.67 (V.I.F.) 6'-0'X6'-0"X1'-6" BF 109.26I I 1 I B/F EL.109.58 I---- L _L_ I I I J II 1 I I L _ _ _ _ _ -- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ J11 I I r--------- 1 -----------� I I I Oco I , I 1 I ' I I MHAI Michael Horton Associates Inc. Consulting Structural Engineers 151 Meadow Street Branford, Connecticut 06405 203-481-8600 mha-eng.com LOWER FLOOR PLAN SCALE: -14' = 'I'-C" Drawing Title. - Partial Floor and Roof Plans State Project Number: Date. JULY -9. 2020 Scale. AS NOTED Drawn By.. AC Project Number. 49.482 Drawing Number.• +8'-6" +4'-0" EXISTING PIT FOUNDATION TO BE REMOVED L111►Lu�-1d<i7�[el:: 2'-0„ 4 AT 12" O.C. N SAWCUT EXISTING SLAB NEW SLAB ON GRADE EXISTING REFER TO PLAN SLAB ON GRADE TO REMAIN ----------- ---- x Nil W III ICI FIELD VERIFY TOP OF EXISTING % i #5 AT 12" O.C. I I CONT. BENTONITE--, FOOTING 1 "F` 1 TOP AND BOTTOM I I ° WATERSTOP 1 1 ELEV. PIT EL. 107'-8" (V.I.F.) o ,-------- --------- � ------- c — _ — — — °- — —.—a — — — ° °° d im °. 8" 8" B/FTG EL. 106.33' #5X2'-6" AT 12" O.C. MATCH TOP OF (V.I.F.) DRILL AND EPDXY EXISTING FOOTING HILTI HIT-HY-200 ADHESIVE (8" EMBED) SECTION Project Title: LOWER FLOOR EL. 111'-8" (V.I.F.) EXISTINC AND FOC TO REM/ — --I-- — — — — — I I L� REFER TO ARCH'L DRAWINGS FOR NEW PIT DIMENSIONS CONT. BENTONITE WATERSTOP Scale: 3/4"= V-0" EXISTING SLAB ON GRADE (2)-3/4" 0 A325 TO REMAIN BOLTS IN HORIZ. SLOTTED HOLES 1" DRYPACK I o WELD PER AISC SPECIFICATIONS U n == LNEW STEEL BEAM REFER TO PLAN EXISTING STEEL-,""""" TEEL L5X3 1/2X5/16X0'-6" BEAM TO REMAIN 1/4" TYPICAL BEAM CONNECTION NEW TO EXISTING Scale: 3/4" = T-0" #4AT12"O.C. #4 AT 12" O.C. CONT. I'i V ii 4 -5/8" 0 THREADED ROD 1 1 1 1 WITH HILTI HY270 ADHESIVE MIN. 6" EMBED II 1 0 II , i 1 0 I 1 1 1 -?. J I _= 3/8" SHEAR PLATE WITH '•° ' i (2)-3/4"0 A325 BOLTS IN HORIZONTAL SLOTTED HOLES I:.• 1 I II II GROUT 2 CORES SOLID i i i i—EXISTING MASONRY AT BOLT LOCATIONS ' I ' ' WALL I�`r = _ �iI I� VERTICAL (FULL HEIGHT) BARS IN GROUT FILLED CELLS, TYP. AT WALL ENDS AND CORNERS. HORIZONTAL BARS IN GROUT HORIZONTAL BARS IN GROUT FILLED BOND FILLED BOND BEAM BEAM BLOCK (ABOVE AND BELOW ALL CONTINUOUSLY AT OPENINGS.) PROVIDE ABOVE STEEL LINTELS, STRUCTURALLY CONNECTED WHERE REQUIRED. ROOF AND FLOOR LEVELS AND AT VERTICAL BARS (FULL HEIGHT) IN TOP OF WALL GROUT FILLED CELLS, TYP. AT BOTH SIDES OF ALL WALL OPENINGS. ANCHOR WALL TO FLOORS EXTEND BARS 2'-0" BEYOND EDGES AND ROOFS PER SECTIONS & OF OPENING DETAILS TYPICAL BEAM CONNECTION PLATE AT EXISTING CMU Scale: 3/4"=T-0" 9 WIRE LADDER TYPE 2'-0" HORIZONTAL REINFORCING @16" O.C. OPENING - -�—' - - I i OP NG -1 It fi t- t 1 fi -1 CONTINUOUS REINFORCING IN TOP OF FOUNDATION WALL. OWEL FROM FOUNDATION WALL IN GROUT FILLED CELLS. (SEE TYP.CMU WALL BASE DETAILS) TYPICAL CMU WALL REINFORCEMENT DETAIL NOTE: REFER TO CONCRETE MASONRY GENERAL NOTES FOR WALL REINFORCING REQUIREMENTS. South Windsor Town Hall ElevatorRenovations 1540 Sullivan Avenue lftJ'�V OR-C°~` South Windsor, Connecticut 06074 J___ I L II II L_ J I1 II _J E (STING TO BE REMOVED L f = ; it II II II I MAIN FLOORL— EL. 123'-0" _F-1 i ii— �_� I=== 'J_L' II II L T--� I I I I I N5W CMU WALL J _i i i i i I REFER TO GENERAL I NOTES FOR REINFORCING( _1___ �_-1 II II I �=J L f =Jl� II II _ _ _ II — -- _,II II II II I I Fes___ I I I I I I I I I I I I I I I I � I I I I I I I I I I I I I MASONRY ANCHORS END OF WALL REINF.II II I� NEW COLUMN AT EA SIDE OF C.J. ( IU+_ AT COLUMNS CORNER BAR TO MATCH BOND BM REINFORCING SECTION Scale: 3/4" = T-0" GROUT SOLID FOR FULL HEIGHT AT REINFORCING END OF WALL REINF LOCATIONS (TYP) END OF WALL REINF. (1) #6 FULL HT TO AT EA SIDE OF C.J. BOTTOM OF LINTEL - C.J. ENDS OF WALLS ENDS OF WALLS (AT STEEL LINTEL BEARINGS) 0 OPENINGS W/ BOND BM LINTELS -END OF WALL REINF. END OF WALL REINF. • C.J. •� a a a a ao V.J. CORNERS (BOND BEAMS) INTERSECTIONS INTERMEDIATE CORNERS C.J. LOCATIONS (SHEAR WALLS) TYPICAL CMU REINFORCING PLAN DETAILS NOTES: NOT TO SCALE 1. REINFORCING DETAILS APPLY TO ALL CMU WALLS. FOR ACTUAL REINFORCING REQUIREMENTS, REFER TO GENERAL NOTES ON DRAWINGS 2. PROVIDE DOWELS FROM CONCRETE FOUNDATIONS TO CMU WALL ABOVE. SIZE AND NUMBER TO MATCH WALL REINFORCING. SILVER / PETRLICELLI + ASSOCIATES Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 Tel. 203 230 9007 Fax. 203 230 8247 sil verpetrucelli. com EXISTING SLAB ON DECK TO REMAIN 1"DRYPACK ------------ NEW PLATE FOR BEAM BEARING. REFER TO DETAIL 5/S200 L I I f =1 I I -J TOP OF EX. DECK J EL. 147'-10" V.I•F. ?- EXISTING ROOF DECK NEW HOIST BEA TO REMAIN COORD. WITH ELEVATOR REFER TO TYPIC AL MANUFACTURE TOP OF WALL MASONRY ANC OR TO STEEL DETA L J �= J __=I i l 1y2" Q — O O f =-1 J I II �=J � ===�1 I I J I I I =-I I I II I �_� i i i i EXIST NG STEEL BEAM �___ TO R MAIN PENbING EXISTING CMU ELEVATOR CLEARANCE WALL ,- - TO REMAIN J II II -J " NEW STEEL BEAM J I I 1 1 I I REFER TO PLAN ; i I I i EXISTING WALL (NOTE: BEAM INSTALLATION �=; 4===� TO BE REMOVED MUST BE COMPLETE �_� i i i FULL HEIGHT PRIOR TO COMMENCING WITH DEMOLITION) �_� i i L5X3 1 /2X5/16 NEW LINTEL L-1 REFER TO PLAN --I i i 11 I I J _J II II I I I I I I L=J I I I I r II JII , NSW CMU WALL- =J R�FER TO GENERAL NOTES FOR REINFORCING J J 11 II COORD. OPENING— _-'-__ HEIGHT WITH ARCH'L DRAWINGS, TYPICAL -J IT===:H I _ I ii ii I I I I (2)-1/4"-12 SCREVI INTO METAL DEC PARTITI( ANCHOI AT 48"0 SECTION Scale: 3/4"= T-0" 1!-akr�lral Metal Deck IE STOP PER CH'L. DRAWINGS 3HT TO DECK OFILE TYPICAL TOP OF WALL MASONRY ANCHORAGE TO STEEL Revision: Description: Date: RevisedBy.• VJ%JIII11II��� F cose N,y'�.. '10-z s _ - � - NOTE: APPLIES TO INTERIOR WALLS ONLY. MHAI Michael Horton Associates Inc. Consulting Structural Engineers 151 Meadow Street Branford, Connecticut 06405 203-481-8600 mha-eng.com Drawing Title: Sections State Project Number: I I I I I r I I II I II I II I r'-'r = = EXISTING FACE I I I OF BUILDING '' it TO REMAIN I I II I! I r=1- 1I T I I I II 11 I I I 1 1 1--------------- II II ----------------- II IF III------------------ L-I------------------ _5X3 1 /2X5/16 NEW LINTEL L-1 REFER TO PLAN Date: Drawing Number. JULY -9, 2020 scale: AS NOTED Drawn By. AG Project Number.• 49.-(82 S200 ll EXISTING STRUCTURE �i 4. THE CONTRACTOR SHALL REPLACE EVAPORATORS IN COOLERS, FREEZER, AiR COOLED ROOF MOUNTED CONDENSING UNITS, REFRIGERANT PiPiNG E ASSOCIATED CONTROLS AND POWER CIRCUITRY AS INDICATED. 2. THE CONTRACTOR SHALL WARRANTY THE WORK PERFORMED UNDER THiS CONTRACT, INCLUDING MATERIAL AND LABOR FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF PROJECT UNLESS STATED OTHERWISE. 3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS iN ACCORDANCE WiTH ALL STATE AND LOCAL GOVERNING AUTHORITIES. 4. ALL WORK SHALL BE PERFORMED BY LICENSED WORKMEN iN ACCORDANCE WiTH ALL LOCAL, STATE, AND NATIONAL CODES AND REGULATIONS WHICH MAY APPLY. 5. SUBSTITUTION OF SPECIFIED EQUIPMENT iS SUBJECT TO THE OWNER'S AND ENGINEER'S REVIEW AND ACCEPTANCE. S. THE CONTRACTOR SHALL VERIFY ALL MANUFACTURER'S CATALOG NUMBERS WiTH MANUFACTURERS FOR CURRENT CONFIGURATIONS AND FUNCTIONS. 7. BEFORE SELECTING MATERIALS AND/OR EQUIPMENT AND PROCEEDING WiTH THE WORK, INSPECT ALL AREAS TO INSURE SUITABILITY, FiT, CLEARANCES, AND INTERCONNECTIONS. 8. PROVIDE THE OWNER WiTH WRITTEN MANUFACTURER'S WARRANTIES FOR EQUIPMENT AND MATERIALS FURNISHED. 9. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY RiGGiNG TO PROPERLY SET, RELOCATE AND INSTALL EQUIPMENT. 40. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING WARRANTIES FROM EQUIPMENT MANUFACTURERS FOR SUBMISSION iN DUPLICATE FORM TO THE OWNER. 14. THE CONTRACTOR AND SUBCONTRACTORS SHALL PROVIDE ALL ITEMS, COMPONENTS AND PARTS NECESSARY TO MAKE THE INSTALLATION COMPLETE AND FULLY OPERABLE. THE WORK SHALL CONFORM, 1N GENERAL, TO THE LAYOUT SHOWN ON THE DRAWINGS BUT THE CONTRACTOR SHALL, WiTH THE OWNER'S APPROVAL, MAKE ALL NECESSARY ADJUSTMENTS iN THE LOCATION OF REFRIGERANT PiPiNG, EVAPORATORS, AND CONDENSING UNITS TO MEET THE SPECIFIC JOB CONDITIONS WITHOUT EXTRA COST TO THE OWNER. 12. SUBMIT ALL NECESSARY, SHOP DRAWINGS, DIAGRAMS AND COORDINATION DRAWINGS TO ACCURATELY DOCUMENT THE WORK TO BE PERFORMED FOR APPROVAL BY THE ENGINEER. PROVIDE OPERATING AND MAINTENANCE INSTRUCTIONS FOR ALL EQUIPMENT AND SYSTEMS INSTALLED UNDER THiS CONTRACT. SHOP DRAWINGS SHALL SHOW REFRIGERANT PiPiNG ROUTING, SIZES, FITTINGS, EVAPORATORS, CONDENSING UNiT, ETC. CONTRACTOR SHALL SUBMIT TO OWNER ALL APPROVED SHOP DRAWINGS AND SUBMITTALS FOR ALL EQUIPMENT PP-10R TO INSTALLATION. 43. ALL WORK SHALL BE INSTALLED iN A NEAT AND WORKMANLIKE MANNER AND SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 44. BEFORE CLOSURE OF PROJECT, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF PRINTS, LEGIBLY MARKED iN RED PENCIL, TO SHOW ALL CHANGES FROM THE ORIGINAL PLANS TO REFLECT AS -BUILT CONDITIONS. 45. DISPOSE OF ALL MATERIALS REMOVED OFFSiTE 1N A LAWFUL MANNER OR RELOCATE AS DIRECTED BY OWNER. 46. CONTRACTOR SHALL PROVIDE SERVICE AND OPERATING CLEARANCE ON ALL PROPOSED EQUIPMENT. 17. CONTRACTOR SHALL REMOVE AND REPLACE CEILING TiLES AS NECESSARY TO PROVIDE ACCESS FOR INSTALLATION OF REFRIGERANT SYSTEM AND ALL ASSOCIATED COMPONENTS. 18. CONTRACTOR SHALL PROVIDE SEISMIC RESTRAINT AS REQUIRED FOR PiPiNG, EQUIPMENT AND CONDUIT. SUBMIT SEISMIC CALCULATIONS BASED ON COORDINATED DRAWINGS, PLANS AND MOUNTING DETAILS SiGNED AND SEALED BY ENGINEER LICENSED iN CONNECTiCUT. 119 SYMBOL.. LEGEND -��Q-- GLOBE VALE - � DY OTHER RC T 4/ " M� MOTORIZED DAMPER NS ANGLE GLOBE VALVE (-^�- RETURN GRILLE ® D PPT OR O OUTSIDE AiR UP ORLY TWO WAY MOTORIZED (D THERMOSTAT/SENSOR Z SUPPLY OR OUTSIDE AiR CONTROL VALVE DUCT DOWN THREE WAY MOTORIZED CONTROL VALVE OP PRESSURE SENSOR ® RETURN OR EXHAUST DUCT UP OR CRG/CRR -- CHECK VALVE DIRECTION OF FLOW ©/ RETURN OR EXHAUST DUCT DOWN HOSE END DRAIN VALVE WiTH CAP O METER �� FLEXIBLE CONNECTION AND CHAIN OS S Y DiA. OR DIAMETER RECTANGULAR TO TRANSITION ROUND SAFETY RELIEF VALVE n OR THERMOMETER TRANSITION (PRESS. E TEMP.) DRAIN VALVE W/ HOSE COUPLING -O- PiPE TEE, OUTLET UP DUCT WORK, DIRECTION OF FLOW W/CAP ] CAP PiPE ELBOW, TURNED UP ® POSITIVE PRESSURE DUCT PiPE CONNECTION ) PIPE TEE, OUTLET DOWN ® NEGATIVE PRESSURE DUCT BOTTOM PIPE CONNECTION TOP Hws- HOT WATER SUPPLY R CHANGE OF ELEVATION, RiSE (R) DROP (D) +' PIPE COUPLING (JOINT) HWR HOT WATER RETURN DOUBLE LiNE LINED DUCT WORK ELBOW, 90 RS REFRIGERANT SUCTION SiNGLE LiNE LINED DUCT WORK C- PiPE ELBOW, RL REFRIGERANT LKUiD -► DIRECTION OF SUPPLY OR TURNED DOWN OUTSIDE AiR PIPE TEE POiNT OF CONNECTION DIRECTION OF RETURN OR EXHAUST AiR FIRE DAMPER W/ ® ® RETURN OR EXHAUST AiR TERMINAL UNiT FD/AD ACCESS DOOR DUCT UP _ CALIBRATED BALANCING VALVE ®® SUPPLY OR OUTSIDE AIR SMOKE DETECTOR iN DUCT (FiBO) DUCT UP A. GENERAL 1. REFRIGERANT PiPiNG INDICATED iS SCHEMATIC ONLY. SiZE PiPiNG AND DESIGN THE ACTUAL PiPiNG LAYOUT PER MANUFACTURER'S REQUIREMENTS. COORDINATE WiTH EXISTING CONDITIONS. INCLUDE OiL- TRAPS, DOUBLE RISERS, SPECIALTIES, PiPE AND TUBE SiZES, ETC. TO ENSURE PROPER OPERATION AND COMPLIANCE WiTH WARRANTIES OF CONNECTED EQUIPMENT. 2. CONTRACTOR SHALL COMPLY WiTH ASME B34.5 REFRIGERATION PiPiNG. 3. CORE DRILL FLOOR PENETRATIONS AS REQUIRED. PROVIDE FiRESTOPPiNG AT ALL PENETRATIONS OF RATED STRUCTURES. 4. REFRIGERANT SHALL BE COMPLIANT WiTH ALL NATIONAL LAWS AND SHALL BE OF TYPE THAT IS ENVIRONMENTALLY SAFE AND APPROVED BY THE AHJ. B. SYSTEM CHARGING 1. NITROGEN PURGE SYSTEMS PRIOR TO CHARGING TO REMOVE MOISTURE, ACIDS, PARTICLES AND OTHER CONTAMINANTS. CHARGE SYSTEM USING THE FOLLOWING PROCEDURES: A. INSTALL CORE IN FILTER -DRYER AFTER LEAK TEST BUT BEFORE EVACUATION. B. EVACUATE ENTIRE REFRIGERANT SYSTEM WiTH A VACUUM PUMP TO A VACUUM OF 500 MICROMETERS. iF VACUUM HOLDS FOR 12 HOURS, SYSTEM iS READY FOR CHARGING. C. BREAK VACUUM WiTH REFRIGERANT GAS, ALLOWING PRESSURE TO BUiLD UP TO 2 PS1G. D. CHARGE SYSTEM WiTH A NEW FILTER -DRYER CORE IN CHARGING LiNE. PROVIDE FULL -OPERATING CHARGE OF REFRIGERANT AND LUBRICATING OiL. 2. TEST AND INSPECT REFRIGERANT PiPiNG ACCORDING TO ASME B34.5, CHAPTER Vi. 3. TEST REFRIGERANT PiPiNG, SPE:CIAL.TiES, AND RECEIVERS. ISOLATE AND SEPARATELY TEST COMPRESSOR, CONDENSER, EVAPORATOR, AND SAFETY DEVICES. 4. TEST HiGH- AND LOW-PRESSURE SiDE PiPiNG OF EACH SYSTEM AT NOT LESS THAN THE LOWER OF THE DESIGN PRESSURE OR THE SETTING OF PRESSURE RELIEF DEVICE PROTECTING HiGH AND LOW SiDE OF SYSTEM. A. SYSTEM SHALL MAINTAIN TEST PRESSURE AT THE MANIFOLD GAGE THROUGHOUT DURATION OF TEST. (12 HRS) B. TEST JOINTS AND FITTINGS BY BRUSHING A SMALL AMOUNT OF SOAP AND GLYCERINE SOLUTION OVER JOiNT. C. FiLL SYSTEM WiTH NITROGEN TO A TEST PRESSURE OF 450 PS1G. D. REMAKE LEAKING JOINTS USING NEW MATERIALS, AND RETEST SYSTEM UNTIL SATISFACTORY RESULTS ARE ACHIEVED. 5. ADJUST THERMOSTATIC EXPANSION VALVE TO OBTAIN PROPER EVAPORATOR SUPERHEAT REQUIREMENTS. S. ADJUST HiGH-AND LOW-PRESSURE SWITCH SETTINGS TO AVOID SHORT CYCLING iN RESPONSE TO FLUCTUATING SUCTION PRESSURE. 7. PERFORM THE FOLLOWING ADJUSTMENTS BEFORE OPERATING THE REFRIGERATION SYSTEM, ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS: A. CHECK COMPRESSOR OIL LEVEL. B. OPEN COMPRESSOR SUCTION AND DISCHARGE VALVES. C. OPEN REFRIGERANT VALVES, EXCEPT BYPASS VALVES THAT ARE USED FOR OTHER PURPOSES. D. CHECK COMPRESSOR -MOTOR ALIGNMENT, AND LUBRICATE MOTORS AND BEARINGS. SUPERSTRUT #704-3/4' ., #A-4200 SUPERSTRUT #AB-241 SQUARE WASHER (1/4' X 4-1/2' SQ.) NEOPRENE GASKET 3/8, ROD SUPERSTRUT #704-3' SUPERSTRUT #E-445 HEX NUT NOT ALL PiPiNG 1S SHOWN. TRAPEZE HANGER ASSEMBLY 3 SCALE: N.T.S M1 iSTiNG WALL REFRIGERANT PiPiNG, CONTROL CONDUIT AND CONDENSATE ATTACHED TO UNISTRUT W/CONDUIT CLAMPS. UNISTRUT 1-5/8' X 4-5/8' X 12G GALV. 3'-0" O.C. MAX. W/5/461 DiA. X 4-4/2" H1LTi HX SLEEVE ANCHORS. SEE NOTES BELOW. NOTES: 4. USE STAINLESS STEEL ANCHORS INTO CONCRETE. USE CARBON STEEL ANCHORS INTO BRICK OR MASONRY. USE TOGGLE BOLTS 1N STUD WALLS. 2. ANCHOR TO BE INSTALLED iN 5/46" DiA. HOLES DRILLED WiTH H1LT1 CARBIDE TIPPED DRiLL BiTS. ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WALL MOUNTED SCALE: N.T.S 2 M1 GENERAL_ NOTES: 4. PROVIDE FACTORY INSTALLED CiRCUiT BREAKER DISCONNECT SWITCH INSIDE EACH COMPRESSOR CONTROL PANEL SIZED FOR LOAD(S). 2. EQUIPMENT SHALL BE PROViIDED BY SINGLE SOURCE SUPPLIER, SINGLE MANUFACTURER INCLUDING SPECIALTIES AND CONTROLS. 3. CONTRACTOR TO VERIFY REFRIGERANT PiPiNG SiTE WiTH EQUIPMENT MANUFACTURER. 4. COMPRESSORS/CONDENSER ASSEMBLIES TO BE WiTH FACTORY INSTRUCTION MANUAL. S. CONTRACTOR TO SUBMIT COORDINATED SHOP DRAWINGS INCLUDING EQUIPMENT POWER AND CONTROL WiRiNG DIAGRAMS, COORDINATED PiPiNG AND CONDUIT DIAGRAMS AND ROUTING PLANS. CONTRACTOR SHALL SUBMIT TO OWNER ALL APPROVED SHOP DRAWINGS AND SUBMITTALS FOR ALL EQUIPMENT PRIOR TO INSTALLATION. S. PROVIDE 5-YEAR COMPRESSOR WARRANTY FOR PARTS/LABOR AND FACTORY START-UP ON EACH SYSTEM. FiRESTOPPiNG NOTES: 1. PROVIDE FiRESTOPPiNG PER: ASTM E-844 E UL 4479 RATING. MECHANICAL DOTES: 1. PROVIDE EVAPORATOR, REFRIGERANT PiPiNG, FITTINGS, AS REQUIRED FOR A COMPLETE AND OPERABLE REFRIGERATION SYSTEM. 2. CORE DRILL HOLES AS REQUIRED. PATCH AROUND TO MAINTAIN EXISTING FLOOR RATING. 3. PATCH AND REPAIR ANY OPE:NiNGS LEFT FROM DEMOLITION PHASE. SEAL PiPiNG AND CONDUIT PENETRATIONS WATER TIGHT. 4. PROVIDE PiPE SLEEVES FOR. REFRIGERANT PiPiNG PENETRATIONS OF PARTITIONS AND WALLS. SEAL PENETRATIONS. PROVIDE FiRESTOPPiNG AT PENETRATIONS OF RATED WALLS. SEAL PENETRATIONS. SEQUENCE OF OPERATION (REFRIGERATION CYCLE) 4. SYSTEM SHALL OPERATE ON FACTORY FURNISHED CONTROLS TO CYCLE COMPRESSORS, EVAPORATOR FANS, AND CONDENSER FANS TO MAINTAIN ROOM TEMPERATURE SETPOiNT Oi`;i CALL FROM THE THERMOSTAT. DUCTLESS SPLIT SYSTEM SCHEDULE NOMINAL NOMINAL CFM EAT AMBIENT ELECTRICAL REFRIGERANT LINES MANUFACTURE AREA COOLING HEATING AiR TEMP REMARKS: MODEL SERVED CAPACITY CAPACITY (DB/WB) SYMBOL (BTU/H) (BTU/H) ( F) VOLTS PH MCA MOCP LQ (iN) SUCT (1N) TYPE AC-4 MiTSUBiSI-It ELEVATOR MACHINE ROOM 18,000 22,000 425 90/73 - - - - 208 4 4.0 - - - 4/4 1/2 R440A 4,2,3,4 PKA-A48HA7 MiTSUBiSI-!1 MITSUPUZ-AISHI R440A CU-4 ---- ---- ---- 1590 ---- 95 208 4 41 28 4/4 4/2 5,6,7,8 1. PROVIDE WiTH WALL MOUNTED MiTSUBiSHi ROOM CONTROLLER, #PAR-32MAA. 2. CONTRACTOR TO VERIFY PiPE ROUTING WiTH WORK OF OTHER TRADES. CONTRACTOR TO VERIFY REFRIGERANT PiPE SIZES WITH MFGR. PRIOR: TO ORDERING EQUIPMENT. 3. CONTRACTOR SHALL FIELD SUPPLY INTERCONNECTING CABLE BETWEEN OUTDOOR CONDENSING UNiT AND INTERIOR EVAPORATOR UNiT. 4. PROVIDE WiTH MICRO -BLUE CONDENSATE PUMP, #X85-003 AND FASCIA KiT #T48-046. DRAIN TO NEAREST CODE ACCEPTABLE LOCATION. 5. PROVIDE WiTH LOW AMBIENT HOOD KiT WiTH ASSOCIATED WiND BAFFLES. S. PROVIDE WiTH LOW AMBIENT KiT. CONTRACTOR TO VERIFY REFRIGERANT PiPE SIZES WiTH MFGR PRIOR TO ORDERING. 7. PROVIDE WiTH SNOW/HAIL GUARDS KiT. 8. PROVIDE WiTH BASE PAN HEADER KiT. a o o 0 • o D , a° � o a v ° o a o a o � a a o• a p v a o a o P O q P O. q• D 4 p O e a O 4 a p • a • O s p 4• p •p o� •q ep �- --- O O METAL DECK HANGER BOLTS CONCRETE DECK INSERTS EXPANSION INSERTS L ccff yeEAM CLAMPS NOT PERMITTED END ATTACHMENTS TO BE SAME AS LARGEST HANGER ROD WELDING PROCEDURE TO BE SUBMITTED FOR REVIEW SUPPLEMENTAL STEEL INTERMEDIATE ATTACHMENTS ONE SIZE LARGER THAN LARGEST HANGER ROD SQUARE STEEL WASHER PLATE. TYPICAL - BACK TO BACK STRUCTURAL SHAPES W/SPACERS WELDED AT 24" INTERVALS TWO HANGER RODS MAXIMUM BETWEEN STRUCTURAL ATTACHMENT FIPE HANGER ATTACHMENT DETAIL .� SCALE: NTS M'( CU-4, MOUNTED ON CONCRETE HOUSEKEEPING PAD PER MFGR RECOMMENDATIONS. CORE DRILL AS REQUIRED. PATCH INTERIOR/EXTERIOR WALL TO MATCH EXISTING WALL CONSTRUCTION AND RATING. � LiQUiD LiNE, in SUCTION, - CONTROL WiRiNG AND I" CONDENSATE DRAiN, CONTRACTOR TO VERIFY REFRIGERANT PiPE SIZES. SUPPORT AS REQUIRED O (ELEVATOR ELEV. ?1I LOBBY L11 I mummom qm- 0 ELEV. MACH. ROOM i CONDENSATE - DRAiN AAC�-44,,�pAi`MOUNTED MEGH(CAL ROOM \) d PROGRAMMABLE WALL MOUNTED CONTROLLER LOWER FLOOR PLAN SCALE: 44' - 4'-0" 0 ME' r'n jeci "ri 1, . Revision: Description: Date: Revised By: j Drawing Title: Date: Drawing Number: South Windsor Town Hall SILVER / PETRLICELLI + ASSOCIATES _ -- --_--_______...___-______._._______._____-.________ __._._ _____� �o`R N sEq< a �� o� c:(J�'�� ti°��1`�,UCN �t rr __ lr:�ff JUL-Y 47, 2020 Architects/Engineers/InterlorDesigners �� ���"Jf` I'1n.is`r�� ``'\*�0--: , o�`':, MECHANICAL HVAC scaler-______.__.___._ Vat ®�' e n O V atl O n S 3190 Whitneyvenue Hamden CT 06518-2340 1-4 y4 U - 4. �� = ELEVATOR MA CHINEM 1 -r ,� One Post Hill Place, New London, CT 06320 -- - - - - ,w ( ��+ W. �E_ o , t Mz 1540 Sullivan Avenue • w Tel. 203 230 9007 Fax. 203 230 8247 --_ `, �t f %moo,.. �i ',*.. �, U,, � ROOM PART PLAN J South Windsor, Connecticut 06074 silverpetrucelli.com -- --- -- ,�;�tii�;«��,, 9482umber. n Project Title: ER G2Ul G4 ER ER G3 IL ER I F—L-F—CTR1CAL- LOWER I)EMOI. ITION FLAN SCALE: 1/4' = 41-0' South Windsor Town Hall Elevator Renovations 1540 Sullivan Avenue South Windsor, Connecticut 06074 F_L.F_C7RICAL_ MAIN FLOOR IDF—MOL-171ON FLAN 2 SCALE: 4/4' = f-ON F_LF_CT121CAL. UFFER FLOOR 1DEMOL.1T ON FLAN SCALE: -148 = 4'-O' LDF—MOL-171ON [DRAWING N07F—S LDF—MOL.171ON ABBRE f1AT10NS O APPROXIMATE LOCATION OF EXISTING ELEVATOR DISCONNECT SWITCH RATED FOR 60 AMP, ER EXISTING TO REMAIN. 420/208V-3P TO BE REMOVED. R TO BE REMOVED. UNLESS OTHERWISE NOTED, DISCONNECT AND REMOVE 2O APPROXIMATE LOCATION OF EXISTING ELEVATOR HYDRAULIC TANK PUMP AND ELEVATOR ASSOCIATED WiRiNG AND CONDUIT BACK TO SOURCE. MOTOR TO BE REMOVED. 3O APPROXIMATE LOCATION OF EXISTING ELEVATOR CONTROLLERS CABINET TO BE REMOVED. RR TO BE REMOVED AND RELOCATED. EXTEND WiRiNG AND CONDUIT TO NEW LOCATION. REFER TO NEW WORK FOR ADDiTi0NAL INFORMATION. O APPROXIMATE LOCATION OF ELEVATOR STOP SWITCH iN ELEVATOR HOiSTWAY TO BE REMOVED. r� \ / q� -t� t� t�I tDR A 1�[ 1 I i G IDE M O L-1 11 O N GENERAL I TOTE S O APPROXIMATE LOCATION OF EXISTING (4) 2' AND (4) 3/4' CONDUIT ROUTED ABOVE SUSPENDED CEILING TO BE AFFECTED BY NEW WORK. CONTRACTOR TO INTERCEPT, EXTEND/RE-ROUTE WiRiNG AND CONDUIT AS REQUIRED TO AVOID INTERFERING WiTH NEW ELEVATOR. CONDUIT AND WiRiNG SHALL BE TRACED BACK TO SOURCE PRiOR INTERCEPTION. 4. ELECTRICAL CONTRACTOR iS RESPONSIBLE FOR ELEVATOR EQUIPMENT REMOVAL O APPROXIMATE LOCATION OF EXISTING FiRE ALARM SMOKE DETECTOR TO BE REWORKED TO INCLUDED BUT NOT LiMiTED TO CONTROLLERS, BATTERY, CAB LIGHTING DISCONNECT, ACCOMMODATE NEW ELEVATOR RECALL SYSTEM. REFER TO NEW WORK FOR ADDITIONAL ASSOCIATED DISCONNECT, WIRING AND CONDUIT BACK TO SOURCE. INFORMATION. OAPPROXIMATE LOCATION OF EXISTING MAiN DISTRIBUTION PANEL (GE) RATED FOR 80OA, 2. ELECTRICAL CONTRACTOR ASSUMES ALL RESPONSIBILITY DURING CONSTRUCTION TO PROTECT MATERIALS AND EQUIPMENT. ANY a ALL DAMAGED ITEMS a EQUIPMENT DURING 420/205V - 3 PHASE, 4 WiRE. CONTRACTOR TO REMOVE EXISTING CiRCUiT BREAKER 70A-3P CONSTRUCTION SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. AND REWORK PANEL AS REQUIRED TO ACCOMMODATE NEW BREAKER, WiRiNG AND CONDUIT. REFER TO NEW WORK FOR ADDITIONAL INFORMATION. 3. ELECTRICAL CONTRACTOR MUST TRACE EXISTING BRANCH CIRCUITS AFFECTED BY NEW 8OAPPROXIMATE LOCATION OF EXISTING PANELBOARD 'P3' (GE) RATED FOR 400A, 420/208V-3 WORK, MEASURE PANELBOARD CAPACITY TO SUiT NEW CONNECTIONS, AND CONFIRM THAT CIRCUITS COULD BE REUSED TO SUiT NEW WORK. PHASE, 4 WiRE. BASED ON EXISTING DIRECTORY PANEL FEEDS EXISTING ELEVATOR LiGHT. CONTRACTOR TO ABANDON CiRCUiT BREAKER AND REMOVE ASSOCIATED WiRiNG. REFER TO NEW WORK FOR ADDITIONAL INFORMATION. 9O APPROXIMATE LOCATION OF EXISTING FiRE ALARM CONTROL PANEL (SIEMENS). SHOWN FOR REFERENCE PURPOSE ONLY. REFER TO NEW WORK FOR ADDITIONAL INFORMATION. I)EMOL-171ON GENERAL. NOTF—S 4. UNLESS OTHERWISE INDICATED, THE ELECTRICAL CONTRACTOR SHALL REMOVE ALL INDICATED ELECTRICAL EQUIPMENT, ACCESSORIES, CONTROLS, DEVICES, AND ASSOCIATED CONDUIT AND WiRiNG BACK TO SOURCE OR LAST DEVICE. 2. NO EQUIPMENT OR DEVICES THAT HAVE BEEN DISCONNECTED AND OR ABANDONED SHALL REMAIN. S. THE ELECTRICAL CONTRACTOR SHALL ViSiT THE SiTE AND BECOME FAMILIAR WiTH THE EXISTING SYSTEMS AND CONDITIONS iN AREAS OF RENOVATION. 4. ANY SYSTEMS OR EQUIPMENT TO REMAIN ACTIVE DURING RENOVATION SHALL BE KEPT iN OPERATION BY PROVIDING TEMPORARY CONNECTIONS AS REQUIRED UNTIL NEW SYSTEMS ARE INSTALLED AND OPERATIONAL. 8. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WiTH THE OWNER, CM, AND OR GENERAL CONTRACTOR ANY AND ALL PHASING OF THE MECHANICAL DEMOLITION WORK IN ORDER TO SATISFY THE CONSTRUCTION SCHEDULE AND OWNER'S OCCUPANCY REQUIREMENTS. 6. ANY ELECTRICAL EQUIPMENT TO BE REMOVED AND REUSED OR TURNED OVER TO THE OWNER, AT OWNERS REQUEST, OR AS INDICATED ON THE DRAWINGS SHALL BE CAREFULLY REMOVED AND STORED TO PREVENT DAMAGE. 7. THE ELECTRICAL CONTRACTOR SHALL ALSO REVIEW THE ARCHITECTURAL DEMOLITION DRAWINGS AS PART OF THiS CONTRACT FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 8. ALL SERVICE INTERRUPTIONS SHALL BE COORDINATED AND APPROVED WiTH THE OWNER iN ADVANCE PRiOR TO COMMENCEMENT OF ANY WORK. 9. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HiS DEMOLITION WORK WiTH THAT OF OTHER TRADES iN ORDER TO AVOID CONFLICTS. 10. ELECTRICAL COMPONENTS SHOWN ON THE DEMOLITION DRAWINGS, AND THE ASSOCIATED CONDUIT, WiRE 8 BOXES ARE TO BE REMOVED AND DISPOSED OF UNLESS SPECIFICALLY NOTED OTHERWISE. 44. ALL MATERIALS BEiNG REMOVED SHALL BE HANDLED iN A MANNER COMPLYING WiTH ALL PERTINENT LAWS, CODES AND ENVIRONMENTAL REGULATIONS. 42. ALL REMOVED COMPONENTS SHALL BE LEGALLY DISPOSED OF BY CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. 43. WHERE EXISTING DEVICES ARE REMOVED 8 NO NEW DEVICES ARE INSTALLED iN THE SAME LOCATION, REMOVE ALL WiRiNG FROM BOX 8 PROVIDE PROPERLY SiZED BLANK COVER PLATE. 44. WHERE ELECTRICAL EQUIPMENT S DEVICES ARE BEING REMOVED, COORDINATE AND FIELD VERIFY iF BRANCH CiRCUiT FEEDS THROUGH TO EQUIPMENT/DEVICES TO REMAIN. BRANCH CIRCUITS SHALL BE SPLICED OR RELOCATED TO MAINTAIN CONTINUATION OF SERVICES. 0 ki SILVER / PETRLICELLI + ASSOCIATES Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Fax. 203 230 8247 sil verpetrucelli. com Revision: Description: Date: Revised By: �F OF CON ELEVATOR AREA OF WORK PANELBOARD AND FiRE ALARM CONTROL - PANEL AREA OF WORK 0VERALL VEY FL_A N � NOT TO SCALE Diawing Title. ELECTRICAL DEMOLITION FLOOR PLANS JULY 17, 2020 scale: AS NOTED Drawn By: JRP Project Number: 49.482 Drawing Number: E-1 ELEV. MACH. ROOM ELEVATOR LOBBY WiRiNG DEVICES TO BE SURFACE MOUNTED MOP 40 _r-5 POLICE BOOKiNG CORRIDOR MECHAi`EiCAL ROOM EL-ECTRiCAL- NEW WORIG L-O\nIER PLAi`E � SCALE: 1/4" = 4'-0" E-2 Project Title: �o�N SF�4C 'e South Windsor Town Hall Elevator Renovations r .. ` 1540 Sullivan Avenue tUSOR-Co~' South Windsor, Connecticut 06074 EL-ECTRiCAL- NEW WORIG MAiN EL -OCR PLAN 2 SCALE: 1/4" = 1'-O" E--2 NEW WORK DR-AWINO NOTES ( i PROPOSED LOCATION FOR FUSED DISCONNECT SWITCH RATED FOR 20OAMP. 208V-3PHASE WiTH U 14OA FUSES TO SUiT ELEVATOR. DISCONNECT SHALL BE LOCKABLE iN THE OPEN POSITION. PROVIDE AUXILIARY CONTACT WiTHiN DISCONNECT TO BE INTERCONNECTED WiTH ELEVATOR CONTROLLERS. INTERCONNECT WiTH ELEVATOR MOTOR AND ELECTRICAL PANEL "MOP" ViA 211C , 4#1 AND PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE MANUFACTURER/ENGINEER APPROVED INSTALLATION TO BE FULLY OPERATIONAL. OPROPOSED LOCATION FOR FUSED DISCONNECT SWITCH RATED FOR 30A, 420V-1 PHASE TO SUiT CAB LIGHTING AND VENTILATION. DISCONNECT SHALL BE LOCKABLE iN THE OPEN POSITION. INTERCONNECT WiTH CAB LIGHTING, VENTILATION AND ELECTRICAL PANEL "MDP" ViA 3/4"C , 2#12 AND PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE MANUFACTURER/ENGINEER APPROVED INSTALLATION TO BE FULLY OPERATIONAL. OPROVIDE 3/4" PLYWOOD BACKBOARD, iT SHALL BE FiRE RETARDANT 3/4, TYPE. PAINT ALL SiDES WiTH TWO COATS OF FiRE RETARDANT GRAY PAINT. OPROPOSED LOCATION OF HYDRAULIC POWER UNiT WiTH SUBMERSIBLE STYLE MOTOR SYSTEM TO BE INSTALLED BY ELEVATOR INSTALLER AND WiRED BY ELECTRICAL CONTRACTOR. INTERCONNECT SYSTEM WiTH ELEVATOR DISCONNECT. OEXISTING (1) 2" AND (1) 3/4" CONDUITS TO BE TRACED AND VERIFY PRIOR INTERCEPTION. VERIFY 1F BRANCH CiRCUiT FEEDS THROUGH TO EQUIPMENT/DEVICES TO REMAIN. BRANCH CIRCUITS SHALL BE SPLICED OR RELOCATED TO MAINTAIN CONTINUATION OF SERVICES. OSPLICE EXISTING WiRiNG IN JUNCTION BOX AND PROVIDE SPLICE CONNECTORS AS REQUIRED. ELECTRICAL JUNCTION BOX SHALL BE SIZED iN ACCORDANCE WiTH NEC REQUIREMENTS. OCONTRACTOR TO REROUTE (4) 2" AND (1) 3/4, CONDUIT ABOVE SUSPENDED CEILING. CONDUITS SHALL NOT BE INSTALLED THRU ELEVATOR HOiSTWAY OR STAIRCASE. CONTRACTOR TO EXTEND / PROVIDE WiRE AND CONDUIT TO MATCH EXISTING AS REQUIRED. CONDUIT AND WiRiNG SHALL BE TRACED BACK TO SOURCE PRIOR INTERCEPTION. OTiE SMOKE DETECTOR TO EXISTING FiRE ALARM CONTROL PANEL (SIEMENS) ViA ADDRESSABLE RELAY. REFER TO SCHEMATIC WiRiNG DIAGRAM ELEVATOR RECALL SMOKE DETECTORS FOR ADDITIONAL INFORMATION. t�9 RELOCATED EXISTING LiGHT FIXTURES. CONTRACTOR TO CLEAN, RE —LAMP AND PROVIDE BALLAST AS REQUIRED. ANY NEW COMPONENTS SHALL MATCH EXISTING. 40 APPROXIMATE LOCATION OF EXISTING MAiN DISTRIBUTION PANEL 'MOP, (GE) RATED FOR 800A, 420/205V — 3 PHASE, 4 WiRE. CONTRACTOR TO REWORK PANEL AS REQUIRE AND PROVIDE 425A-3P FRAME TYPE CiRCUiT BREAKER TO SUiT ELEVATOR CONNECTION ViA 2" CONDUIT, 4 # 4 FEEDER, (4) 20A-1P CiRCUiT BREAKER TO SUiT ELEVATOR CAB LiGHT ViA 3/4" CONDUIT, 2 # 42,4 # 42G, AND (4) 25A-3P TO SUiT CONDENSING UNiT (CU-1) AND AiR CONDITIONING UNiT (AC-4). UPDATE PANEL DIRECTORY. 11 APPROXIMATE LOCATION OF EXISTING ELECTRICAL PANEL "G3" (GE) RATED FOR 225A, 420/208V — 3 PHASE, 4 WiRE. CONTRACTOR TO REWORK PANEL AS REQUIRE AND PROVIDE (5) 20A-4P CiRCUiT BREAKER TO SUiT EXTERIOR AND ELEVATOR POWER RECEPTACLES AND LIGHTING. UPDATE PANEL DIRECTORY. 12 APPROXIMATE LOCATION OF EXISTING FiRE ALARM CONTROL PANEL (SIEMENS). CONTRACTOR TO REWORK/REPROGRAM AS REQUIRED AND PROVIDE ALL NECESSARY COMPONENTS TO INTERCONNECT RECALL SMOKE DETECTORS AND ELEVATOR CONTROLLER. 43 PROVIDE 3/4"C, 2#12, 4#42G TO CORRESPONDING PANEL. 14 PROVIDE 3/4"C, 3#10, 4#4OG TO CORRESPONDING PANEL. SILVER / PETRLICELLI + ASSOCIATES Architects /Engineers / Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Fax. 203 230 8247 sil verpetrucelli. com _ EL-EC7R1CAL- NEW WORK UPPER FLOOR FLAN CEF- SCALE: 4/4" = 1'-0" -2 ER EXISTING TO REMAIN. RE RELOCATED EXISTING. NEW PROVIDE NEW DEVICE TO MATCH EXISTING MANUFACTURER AND COMPATIBLE WiTH EXISTING SYSTEM. DRAWING NEW WORK GENERAL- NOTES 1. ELECTRICAL CONTRACTOR ASSUMES ALL RESPONSIBILITY DURING CONSTRUCTION TO PROTECT MATERIALS AND EQUIPMENT. ANY ff ALL DAMAGED ITEMS 9 EQUIPMENT DURING CONSTRUCTION SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SUPPORT OF ALL CABLES CURRENTLY LAiD ON EXISTING CEILING DURING RENOVATION 3. ELECTRICAL CONTRACTOR MUST TRACE EXISTING BRANCH CIRCUITS AFFECTED BY NEW WORK, MEASURE PANELBOARD CAPACITY TO SUiT NEW CONNECTIONS, AND CONFIRM THAT CIRCUITS COULD BE REUSED TO SUIT NEW WORK. Revision: Description: Date: Revised By: OF ts`��1:t:t:e;tttJ ELEVATOR AREA OF WORK PANELBOARD AND FiRE ALARM CONTROL PANEL AREA OF WORK OVERALL_ KEY PLAN � NOT TO SCALE Drawing Title: ELECTRICAL NEW WORK FLOOR PLANS JULY 47, 2020 AS NOTED Drawn By. JRP Project Nwnber. 49.182 Drawing Number. E-2 APPROXIMATE LOCATION OF EXISTING LIGHT POLE TO BE REMOVED AND — RELOCATED. CONTRACTOR TO — EXTEND ASSOCIATED WIRING AND CONDUIT TO NEW LOCATION. FEL FECTR1CAL. RAMP [DEMOLITION PART PLAN � SCALE: 4/4" = 1'-0" -3 GALL BEFORE YOU D0 1-800-022-4455 CALL NO LESS THAN TWO FULL WORKING DAYS AND NO MORE THAN 30 DAYS PRIOR TO START OF EXCAVATION MONDAY THRU FRIDAY. 7AM TO 5PI"I Project Title: South Windsor Town Halt Elevator Renovations 1540 Sullivan Avenue South Windsor, Connecticut 06074 J F-L-ECTR1CAL- RAMP NEW WORK PART FLAN 2 SCALE: 1/4" = 1'-0" - 3 rev •giilill OPROVIDE 20A-1P, 3/4"C (PVC40 UNDERGROUND, RMC IN CONCRETE AND EMT IN MECHANICAL ROOM), 2#42, 1##42G BRANCH CIRCUIT TO BE TERMINATED IN ELECTRICAL PANEL "G3" LOCATED IN MECHANICAL ROOM. CONTRACTOR TO CONNECT FIXTURE WITH EXISTING LIGHTING CONTROL SERVING SITE LIGHTING AND PROVIDED ALL NECESSARY COMPONENTS FOR OPERATIONAL APPROVED INSTALLATION. ORELOCATED EXISTING LIGHT POLE. CONTRACTOR TO PROVIDE NEW CONCRETE POLE BASE TO MATCH EXISTING DIAMETER, OFFSET FROM FINISH GROUND, BOLT CIRCLE, CLEAN FIXTURE, RE -LAMP (IF REQUIRED), AND PROVIDE ALL NECESSARY COMPONENTS FOR OPERATIONAL APPROVED INSTALLATION. ( CONTRACTOR TO MATCH COLOR TEMPERATURE WITH EXISTING SITE LIGHTING. TYPICAL. SILVER / PETRLICELLI + ASSOCIATES Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Fax. 203 230 8247 sil verpetrucelli. com Revision: Description: Date: Revised By APPROXIMATE LOCATION OF EXISTING ELECTRICAL PANEL "G3" EXTERIOR RAMP ARE Drawing Title: ::•p.: •r TOP VIEW .A• .. { J I • '•4 .. '..e FRONT VIEW L.1GHT11 SCALE: NONE 1]�1NILaIto) I*I 1 - CONCRETE 4000 PSI AT 28 DAYS. 2 - REINFORCING IS AS SPECIFIED. (TYP. 4 - #5) VERTICALLY AND #3 STIRRUPS 12 O.C. HORIZONTALLY) 3 - ANCHOR BOLTS AND GROUNDING. 4 - BALLAST POURED AROUND BASE IF REQUIRED. 5 - MATCH EXISTING BOLT PROJECTION. NATIVE FI MATCH EXISTING DIAMETER MATCH EXISTING CHAMFER EXISTING BOLTS AND SPACING MATCH EXISTING TAIL-( 3 RETURN LANDSCAPING TO ORIGINAL CONDITION T \\-- SAND CONDUIT PER DRAWINGS 91 SPECIFICATIONS TYPICAL- TRENCHING AND BACKF'1L-L-1NG DETAIL - SCALE: NONE �3 Off ERAL-L- KF—Y PL-AN NOT TO SCALE ELECTRICAL EXTERIOR RAMP PART PLANS Date: JULY 17, 2020 scale: AS NOTED Drawn By JRP Project Number.' 49.182 Drawing Number: E-3 LIGHTING FIXTURE SCHEDULE ELECTRICAL LEGENED GENERAL NOTES LAMP ELECTRICAL NOTES DESIGNATION DESCRIPTION MANUFACTURER/ MODEL NUMBER COLOR TYPE TEMP NO DRIVER VOLTAGE WATTS Al Z LENGTH VAPOR TIGHT LED FIXTURE COLUMBiA LED 4,000 - ELECTRONIC 420 39 n _ 11T1 1 A -` VI 1,- 1 �, I- YH I I " f�L.fC T i. l`. 1.-GIT� � K aAsr�i_.r��wwi _4-J A == I 1-/iGl'IL--tvr-i�-i�rt �v B/EM RECESSED LED STEP/PATH FIXTURE REBELLE LED MATCH _ ELECTRONIC 120 15 1 2 OO WiTH EMERGENCY BATTERY 1645-15L-120-LV-EM EXISTING EM TWiN HEAD EMERGENCY WALL PACK COMPASS LED - ELECTRONIC 120 2 Q SELF -TEST / SELF -DIAGNOSTICS CU2SQSD LIGHT Fli�TlJR7F:--- SCHEDULE NOTES O PROVIDE WiTH ALL REQUIRED MOUNTING HARDWARE, AND CONNECTING CABLE. ® FURNISH W/ BATTERY FOR 90 MINUTE EMERGENCY LIGHTING OPERATION. (MINIMUM 1,100 LUMEN). 3. ALL FIXTURES SHALL BE CAPABLE OF OPERATING iN COLD TEMP (0 F). TOP OF SHAFT 1\6-\I ELEV. PiT ELEV. MACHINE RM. GALVANIZE FiRST FLOOR SCHEMATIC WIRING DIAGRAM ELEVATOR RECALL SMOKE DETECTORS � NOT TO SCALE �-4 0 TiE INTO FiRE ALARM CONTROL PANEL. ® PROVIDE ELEV. RECALL SMOKE DETECTORS AT EACH ELEVATOR DOOR OPENING ON EACH LEVEL. 3Q PROVIDE ADDRESSABLE RELAYS AS REQUIRED TO PRODUCE THREE (3) SEPARATE "SIGNALS': - ONE (1) FOR TYPICAL LOBBY DETECTOR(S) - ONE (1) FOR DESIGNATED LEVEL LOBBY DETECTOR(S) - ONE (1) FOR THE ELEV. MACHINE RM. 4. TYPICAL DEVICES SHOWN. REFER TO DWGS. FOR QUANTITY. 5. COORDINATE ADDITIONAL REQUIREMENTS WiTH ELEV. AND FiRE ALARM MANUFACTURERS AND CONTRACTORS. 6. ALL WiRiNG PER FiRE ALARM SYSTEM MANUFACTURER'S REQUIREMENTS. I Project Title: OKE RPAI-ED PARTITION ,EALANT 0 EXISTING PANELBOARD SURFACE MOUNTED RATED FOR 120/208V-3PH. Q ELECTRIC JUNCTION BOX, INSTALL AS PER NEC REQUIREMENTS. f� �-� FUSED DiSCOi'INECT SWi T CH. Eh NON -FUSED DISCONNECT SWITCH. ® PLYWOOD BACKBOARD. ® MOTOR 1 2'X2' RECESBI=D TROFFER FiXTl1RF- WiTH SnL10 LENS 01IFFUSE12 2'X2' RECESSED TROFFER FIXTURE WiTH PARALOUVER LENS DIFFUSER 1-1 LINEAR WALL MOUNTED LIGHT FIXTURE ® DOWNLiGHT FIXTURE.. $ SINGLE -POLE SWITCH; MOUNT AT 48' AFF. .4pwr SINGLE=P^vLE, Ki=Y SWi i CH; i iCUii I AT 4v Arm-rr-. SINGLE -POLE, 3-WAY SWITCH; MOUNT AT 48' AFF. (•i CEILING MOUNTED OCCUPANCY SENSOR. =@ DUPLEX GROUND FAULT RECEPTACLE. =@G DUPLEX GROUND FAULT RECEPTACLE. ® ELEVATOR RECALL SMOKE DETECTOR TO BE COMPATIBLE WiTH EXISTING FiRE :IRE ALARM SYSTEM. EFER TO ANUAL Q TELEPHONE JACK LOCATION. PROVIDE 4' SQUARE BOX, 1-GANG RiNG S 3/4' CONDUIT AND INTERCONNECT WiTH ELEVATOR CONTROL PANEL CONDUIT AND WiRE CONDUIT AND WiRE, SWITCHED CKT-X BRANCH CiRCUiT HOMERUN. G �-SCHEDULE 40 WP GALVANIZED PIPE SLEEVE I !� GROUT SLEEVE IN �- �, MASONRY WALL UL LISTED FIRE SEALANT REFER TO PROJECT MANUAL FIRE OR SMOKE RATED W/00��000 CONCRETE/MASONRY 'CA/ \X/ALI--/FL00R WAL-L-/1=L-00R PENETRATION W/1=1RE-SMOKE SEAL_ DETA1L- 2 NOT TO SCALE J-4 GENERAL NOTES: 1. PROVIDE UL LiSTED FiRE/SMOKE PENETRATION ASSEMBLY 1N ACCORDANCE W/UL1479, ASTM E 814 REQUIREMENTS FOR WALL TYPE, RATING, PiPE SiZE INSTALLED. 2. FiRESTOPPiNG SHALL HAVE A RATING EQUAL TO OR GREATER THAN THE WALL/FLOOR BEiNG PENETRATED - SEE P1Rn1IEC1r MA;NLIAL., iR1=FE1R Tn ARCI-11TCTURAL DRAWINGS FOR WALL/FLOOR RATINGS AND LOCATIONS. ATTACH TO BEAM/PURLiN I I WiTH 1/44 BOLT BUILDING -� __-,CADDY ANGLE BRACKET STRUCTURE ABOVE MiN. 3 TWISTS WiTHiN 1' ##42 GAUGE GALV. -� WiRE HANGERS (TYP.) TAPPiNG SCRESEW LF CADDY ANGLE BRACKET (TYP.) 7YR1CAL- LAY -IN GRID L-1GH71NG 1=1X7URE SUFF0RT/MOUNT1NG DF-TA1L_ 3 NOT TO SCALE �-4 1. ALL LIGHTING FIXTURES SHALL BE SECURED TO THE STRUCTURE BY THE ELECTRICAL CONTRACTOR. 2. FLUSH OR RECESSED LIGHT FIXTURES LESS THAN 56 POUNDS SHALL HAVE TWO (2) - 12 GA. SLACK SAFETY WIRES FROM DIAGONAL CORNERS TO BUILDING STRUCTURE BY TRADE CONTRACTOR. 3. FLUSH OR RECESSED LiGHT FIXTURES MORE THAN 56 POUNDS SHALL HAVE FOUR (4) - 12 GA. SLACK SAFETY WIRES FROM DIAGONAL CORNERS TO BUILDING STRUCTURE BY TRADE CONTRACTOR. 4. SECURE SURFACE MOUNTED LIGHT FIXTURES W/MINIMUM OF TWO (2) - POSITIVE CLAMPING DEVICES OF 14 GA. MINIMUM STEEL AND W/12 GA. WiRE TO BUILDING STRUCTURE. �0 Se�� South Windsor Town Hall C �v rElevator Renovations y 1540 Sullivan Avenue `t lUSOR-Co ` South Windsor Connecticut 06074 4 GROUND FAULT INTERRUPTER WEATHERPROOF ADD1710NAL_ EL-EC7R1CAL_ SPEC1F1CA71ONS 1. WIRING DEVICES A. MANUFACTURERS: 1. LEViTON 2. HUBBELL 3. BRYANT B. WiRiNG DEVICES SHALL CONFORM TO NEMA WD 1. C. WALL SWITCHES SHALL BE NEMA WD 1 GENERAL DUTY, AC ONLY GENERAL - USE SNAP SWITCH. RATED FOR 120/277 VOLTS/20 AMPS WITH WATERPROOF ENCLOSURE IN ELEVATOR PiT AND TOP SHAFT D. RECEPTACLES SHALL BE NEMA WD 1, GENERAL DUTY, PLASTIC BODY, 420 VOLTS, 20 AMPS, TYPE 5-20 GENERAL USE RECEPTACLE. E. GFCi RECEPTACLES SHALL BE EQUIPPED WiTH INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER. F. COORDINATE DEVICE COLORS WiTH OWNER PRiOR TO ORDERING MATERIALS. G. PROVIDE PRODUCT DATA SUBMITTALS. 11. FiiRE ALARRM A. MANUFACTURERS: MATCH EXISTING B. FURNISH DEVICE CAPABLE OF SERVING ALL COMPONENTS SHOWN. C. INSTALLED SYSTEM SHALL COMPLY WiTH ALL APPLICABLE REQUIREMENTS OF NFPA 72, NFPA 70, ADA, AND CONNECTiCUT FiRE SAFETY CODE. D. FiRE ALARM CABLE SHALL BE INSTALLED iN DEDICATED CONDUIT WHERE EXPOSED. CONCEALED CABLE MAY BE RUN WITHOUT CONDUIT. E. COMPLETED SYSTEM SHALL BE FULLY TESTED iN ACCORDANCE WiTH NFPA-72H BY CONTRACTOR iN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND THE LOCAL FiRE MARSHAL. F. PROVIDE PRODUCT DATA SUBMITTALS. 111. LiGHT FIXTURES A. MANUFACTURERS: 1. LiTHONiA 2. COOPER 3. COLUMBiA 4. OTHERS AS SPECIFIED OR ALLOWED BY EQUAL SUBSTITUTION. B. PRODUCTS: REFER TO LiGHT FIXTURE SCHEDULE. C. PROVIDE PRODUCT DATA SUBMITTALS. SILVER / PETRLICELLI + ASSOCIATES Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Fax. 203 230 8247 sil verpetrucelli. com 1. THE, ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK REQUIRED FOR A COMPLETE, FULLY OPERABLE INSTALLATION. ALL WORK TO BE DONE iN ACCORDANCE WiTH THE LATEST APPROVED ISSUE OF THE NEC AND APPLICABLE LOCAL CODES. 2. THiS iS AN EXISTING BUILDING, WiTH AN EXISTING SERVICE. THE ELECTRICAL CONTRACTOR SHALL ViSiT THE SiTE PRiOR TO SUBMITTING A BiD TO ASCERTAIN FIELD CONDITIONS AS THEY EXIST AND JUDGE THEIR EFFECT ON THE WORK TO BE DONE. NO ALLOWANCE WiLL BE MADE FOR FAILURE TO ViSIT THE JOB SiTE AND MAKE THiS DETERMINATION. 3. THE DRAWINGS SHOW THE GENERAL LAYOUT AND SOME OF THE DETAIL, BUT THEY DO NOT SHOW EVERY FiTTiNG, BEND, ETC. ELECTRICAL CONTRACTOR SHALL PROVIDE ALL SUCH MATERIALS TO MAKE A COMPLETE INSTALLATION. 4. DO NOT SCALE DRAWINGS; ACTUAL FiELD MEASUREMENTS AND DIMENSIONS TAKE PRECEDENCE iN ALL CASES. 5. ALL WORK SHALL BE DONE iN ACCORDANCE WiTH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, AIA DOCUMENT 201, LATEST EDITION. 6. ELECTRICAL CONTRACTOR SHALL INSTALL ALL EQUIPMENT IN ACCORDANCE WiTH MANUFACTURERS' INSTRUCTIONS AND OR REQUIREMENTS FOR PROPER OPERATION AND MAINTENANCE. 7. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ALL PHASES OF THE WORK AND TO DEMONSTRATE TO OWNER THAT THE EQUIPMENT 1S iN FULL OPERATING ORDER. 8. ELECTRICAL CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED TO THEIR ORIGINAL CONDITION. ELECTRICAL e-nN"rWAr"rn1P 1.0 W=_Ck0nN_C,1MI >= >=nW Al I e-I ITT1Nr PA-re-WiNr 1)A1N-r1Ne- e-I =AN -I 10 =1 >=e- I -Ole -AI ri=MW1_C Ia=MnVAI ANTI VVI 1 1 1\>-lV I VI\ IV 1\r-VI VI 1\FILM-L- 1 VI\ t11a Y.- VV , , 1, IVi, 1 Y"\ 1 VI ,11 1\rf, 1 lR 11 1 1 11 1\rl, vli�{..-J•'ll 1 VI , V-1�1.-V 1 1\IVJ'-{/� Y6�L11\IV 1\{�1-IV YJ•'\i-. !-i1 IY GENERAL COORDINATION OF THE WORK EFFORT AS REQUIRED FOR THE INSTALLATION OF THE ELECTRICAL ITEMS OF WORK. 9. THE TERM °PROVIDE° SHALL MEAN TO FURNISH AND INSTALL iN COMPLETE WORKING ORDER. 40. THE SCOPE OF WORK 1S AS SHOWN ON THE PLANS AND DETAILED iN THE SPECIFICATIONS. 41. ALL THE WiRE SIZES ARE BASED ON COPPER, ALUMINUM iS NOT TO BE USED. 42. ALL WiRiNG METHODS ARE TO BE iN ACCORDANCE WiTH THE CURRENT ISSUE OF THE NATIONAL ELECTRICAL CODE, AND APPLICABLE LOCAL CODES. ALL WiRiNG iS TO BE iN CONDUIT, UNLESS SPECIFICALLY NOTED OTHERWISE. ALL WiRiNG iS TO BE CONCEALED. 43. PROVIDE INDEPENDENT SEISMIC SUPPORT OF ALL ELECTRICAL EQUIPMENT PER INTERNATIONAL BUILDING CODE. 44. ELECTRICAL CONTRACTOR SHALL SECURE ALL PERMITS AND PAY FOR ALL REQUIRED FEES, INCLUDING ALL UTILITY FEES. 45. ELECTRICAL CONTRACTOR SHALL WARRANT AND GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. i6. ELECTRICAL COI iTRACTOR SHALL PRO V IDE PROOF Orr- LIABILIT T AND PROPERT T 1I iSURANCE TO THE OWIIt _K ALL DEDUCTIBLES SHALL BE PAiD FOR BY THE ELECTRICAL CONTRACTOR iN THE EVENT OF A CLAIM. 47. PERSONNEL SAFETY iS OF PRIME IMPORTANCE. NO HAZARDOUS CONDITION MUST BE ALLOWED. EVERY CARE MUST BE TAKEN TO PROTECT CONSTRUCTION AND OTHER PERSONNEL. CLEANUP iS TO BE DONE ON A DAILY BASIS. ELECTRICAL CONTRACTOR TO REMOVE AND DISPOSE OF REFUSE FROM SiTE. 48. ELECTRICAL CONTRACTOR TO VERIFY LIGHTING FIXTURE MOUNTING REQUIREMENTS FOR VARIOUS CEILING TYPES AND ORDER APPROPRIATE HARDWARE. 49. COORDINATE EXACT PLACEMENT OF EQUIPMENT WiTH ARCHITECTURAL AND MECHANICAL PLANS, MAKE FIELD ADJUSTMENTS AS REQUIRED TO AVOID CONFLICTS, VERIFY WiTH OWNER. 20. ELECTRICAL CONTRACTOR TO COORDINATE WiTH ARCHITECTURAL AND MECHANICAL CONTRACTOR FOR ITEMS SUPPLIED BY THE MECHANICAL/OTHER DIVISIONS BUT INSTALLED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO REVIEW ALL THE PLANS FOR THE PROJECT FOR ELECTRICAL WORK. 24. ELECTRICAL CONTRACTOR TO VERIFY ALL EQUIPMENT POWER NEEDS WiTH THE ACTUAL SHOP DRAWINGS FOR THE EQUIPMENT TO BE USED, PRIOR TO STARTING ANY ELECTRICAL WORK. 22. SPECIFICATION SECTIONS, GENERAL CONDITIONS, SUPPLEMENTAL GENERAL CONDITIONS AND DRAWINGS ARE INTEGRAL PARTS OF CONTRACT DOCUMENTS. 23. ALL ELECTRICAL PENETRATIONS TO BE FIREPROOFED TO MAINTAIN INTEGRITY OF FiRE WALLS/FLOORS/CEILINGS. 24. PROVIDE LAMiCOiD NAMEPLATES FOR ALL ELECTRICAL DISTRIBUTION AND DISCONNECT EQUIPMENT. 25. THE DISPOSAL OF ALL UNUSED EXISTING ELECTRICAL EQUIPMENT REMOVED iS A PART OF THE SCOPE OF WORK. THE ELECTRICAL CONTRACTOR SHALL DiSPOSE OF ALL SUCH EQUIPMENT, INCLUDING HAZARDOUS PCB CONTAINING BALLASTS, iN A MANNER CONSISTENT WiTH STATE OF CT. DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS, CURRENT ISSUE. 26, SHARED NEUTRALS ARE NOT TO BE USED, PROVIDE SEPARATE NEUTP A11_S FOR ALL CIRCUIT-% 27. PRiOR TO SUBMISSION OF BiDS GiVE WRITTEN NOTICE TO ARCHITECT AND ENGINEER OF ANY MATERIAL OR APPARATUS THAT 1S iNADEQUATE, UNSUITABLE FOR THE USE, 1N VIOLATION OF LAWS, ORDINANCES, RULES, CODES OR ANY REGULATIONS OF AUTHORITIES HAVING JURISDICTION OR ANY NECESSARY ITEMS OF WORK THAT HAS BEEN nM1"1'"1 4-D. �nl�l'1"I�A(v"I -I �I I 11R1-IC 'I-1�,�T A1L,C @ I I SW. f-I i�I- 11�Ef ,ALL SYSTEMS W1LL 1 WI 1v't 1v1N CA"i'1 -'I I'vRiL I � I I I IOw I ADDITIONAL EXTRA COMPENSATION. 28. ALL PART NUMBERS ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THEY ARE NOT TO BE CONSIDERED THE COMPLETE SPECIFICATION OF THE PRODUCT. THE PART NUMBER AND DESCRIPTION WiLL BE THE COMPLETE SPECIFICATION. IN THE EVENT OF A DISCREPANCY BETWEEN THE TWO, THE MORE STRINGENT, MORE COSTLY FEATURE/PERFORMANCE WiLL BE REQUIRED. 29. NO LOW VOLTAGE WiRiNG SHALL BE PERMITTED 1N THE SAME RACEWAY AS POWER WiRiNG. 30. PROVIDE DRAG LINES 1N ALL EMPTY RACEWAYS. 34. MINIMUM CONDUCTOR SiZE, UNLESS OTHERWISE NOTED SHALL BE #12 FOR ALL BRANCH CiRCUiT RUNS UP TO THE FiRST OUTLET; OVER 400 FEET, #10; OVER 150 FEET, #8; INCREASE CONDUIT SiZE TO SUiT. 32. ELECTRICAL CONTRACTOR TO VERIFY LOADS, SETTINGS, OVERCURRENT PROTECTION, ETC. TO INSURE COMPATIBILITY OF EQUIPMENT. 33. NO PENETRATIONS ARE ALLOWED INTO STAIR ENCLOSURES EXCEPT AS REQUIRED FOR SERVICES UTILIZED iN THE STAiR. 34. REPAIR AND REPLACE AT NO COST TO OWNER ALL EQUIPMENT AND MATERIALS DAMAGED DURING CONSTRUCTION. 35. =L=r► I KIr-AL C. I'1TKAC-- I %.JK %-D"ALL c..VVKlJII�A I =ALL V�I"IVL..ITIOI f WITH BASt BUILDING ELECTRICIAN. 36. APPEARANCE OF ALL ViSiBLE FEATURES iS OF SPECIAL IMPORTANCE iN OCCUPIED AREAS. LOCATION SHOWN ON DRAWINGS 1S DIAGRAMMATIC AND NOT INTENDED TO DETERMINE EXACT LOCATION. CONTACT ARCHITECT TO REVIEW FINAL LOCATIONS PRiOR TO INSTALLATION. FAILURE TO DO SO MAY RESULT iN REQUIREMENT TO RELOCATE. 37. PRODUCTS SHALL NOT BE INSTALLED iN PROMINENT LOCATIONS UNLESS NO ALTERNATIVE EXISTS. ITEMS SHALL BE CENTERED ON WALL OR CEILING TREATMENT AND ON ONE ANOTHER AS APPLICABLE. THiS INCLUDES BUT 15 NOT LIMITED TO ACCESS PANELS, LIGHTING FIXTURES, SWITCHES, THERMOSTATS, FiRE ALARM DEVICES, EXiT SIGNS, ELECTRICAL PANELS, AND ANNUNCIATOR PANELS OF ANY KiND. 38. ELECTRICAL CONDUITS Eli BOXES SHALL BE CONCEALED IN WALLS OR ABOVE CEILINGS WHEREVER POSSIBLE. 39. ALL INSTALLATIONS ON NEW WALLS SHALL BE FULLY RECESSED. INSTALLATIONS ON EXISTING MASONRY WALLS SHALL BE RUN WiTH SURFACE RACEWAY PAINTED TO MATCH WALL FiNiSH AND SURFACE BOXES. INSTALLATIONS ON EXISTING STUD WALLS SHALL CUT iN OLD -WORK STYLE BOXES AND FiSH WIRING iN WALL CAVITY. Revision: Description: Date: Revised By: of 'L It I `n �,��Sr:l irr fi Fes\ _-__ _ _ Drawing Title ELECTRICAL GEN./NOTES, DETAILS AND LEGEND Date: JULY 17, 2020 Scale: AS NOTED Drawn By JRP -- Project Number: 49.482 Drawing Number: E-4 South Windsor Town Hall ..! ■ • U ova kw 01 151 S 11 nue dO u ivan ve C1 00"I'llk -V -,14olt A I T .d'* -1100% A -d^ fW*1 40%, -49LOAft AdLOft -'U -W Z- f1,17 A ►��u�ll VV Ill 1 ka-�U1111Ck;L1k;U[L UOU /I=+ YTn • tR,Drawing Lis . r � C 1 Code Plan & General Information RECEIVED OV 12 2020 AlA 1 Demolition Plans & Section South Windsor Building Dept A2 Floor Plans & Reflected Ceiling Plans A3 Elevator Section Det ails S A4 Exterior Ramp Foundation Plan and Sections AS Exterior Ramp -Plan, Elevation and. Details �..�s �, �;,�� ��;�� Swat pit, �•A6 Site Details�$ ��A7 Alternate R Plan Details . of . Cuili:Iltli erne e a an etas s permit r permit. '® Partial Blgned condition the, l••• r:::r �L,t,„ oi.ildinH Shell bP f _ l Floor and Roof Plans s r ti t to t. t• Our :flit ,.tn. These filed with 0-4 � �tlhdltftlhally AVPrS'vw ec ions M1 Mechanical HVAC Elevator Machine Room Part Plan 1304' E-1 Electrical Demolition Floor Plans - E-2 Electrical New work Floor Plans { E-3 Electrical Exterior Ramp Part Plans ` E-4 Electrical General Notes, Details Legend r - A j n a 6UIp ! (A ttos r >° • .... y f a SITE L-OCATION MAP SCALE: NONE NO TH SILVER / PETRUCELLI + ASSOCIATES Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Fax. 203 230 8247 sil verpetrucelli, com OF C `vo �`�p�11R I P ► rll�� °1 �i�StiF;,fiON .�Gp\1tE0�17N��All/ �\\q C2`������i►t�ii�heuigr`f ���4=� �:::t:�: ►4drr Rd No. 473 �Cf �" ; Nia 200,40 + � � � 1S ^!! Q. � .y Alt: r �> r� r. / . � � •, . C,r•t:'-� �,r i� tr , �1V$E:�; + �� ,�� ci � 1111 III \u�\��� ''/ ' a ..., ,�\ %,., . ti _ ti ,: �..:"• ���►ffl�lt\\\ ►fA4ti11111 ��., Construction DocumentsBid � - Issued for ARCHITECTURAL. ABBREVIATIONS LEGEND GYMNASIUM -ROOM NAME A.B. ANCHOR BOLT R. RISER A103 ROOM NUMBER A.C.P. ASBESTOS CEMENT PIPE RAD. RADIUS ADJ. ADJUSTABLE R.C.P. REINFORCED CONCRETE PIPE A.F.F. ABOVE FINISH FLOOR R.D. ROOF DRAIN DOOR AC.T. ACOUSTICAL CEILING TILE REINF. REINFORCEMENT 15 ACTUAL OCCUPANT LOAD ALUM. ALUMINUM REQ'D. REQUIRED 460 OCCUPANT LOAD CAPACITY APPROX. APPROXIMATE R.H. ROOF HATCH ARCH. ARCHITECTURAL R.L. ROOF LEADER ASPH. ASPHALT AREA OF ROOM AVG. AVERAGE RM. ROOM 1®60 .2Pe OCCUPANT LOAD 1N ROOM BSMT. BASEMENT S. STORM AREA/PERSON BD. BOARD SAN. SANITARY BRG. BEARING S.C. SEALED CONCRETE BRK. BRICK SCHED. SCHEDULE BIT. BITUMINOUS SECT. SECTION 35 DIRECTION OF TRAVEL WITH BLK. BLOCK S.F. STEP FOOTING ACCUMULATED OCCUPANCY LOAD BLDG. BUILDING Sim. SIMILAR B.S. BOTH SIDES S.O.G. SLAB ON GRADE ------- 445------------- FURTHEST TRAVEL DISTANCE SPEC. SPECIFICATIONS SQ. SQUARE C.I. CAST IRON SQ. FT. SQUARE FEET ACCESSIBLE AREA OR EXIT C.I.P. CAST IN PLACE CONCRETE STL. STEEL C.B. CATCH BASIN STRUCT. STRUCTURAL G.B.R. CATCH BASIN TO BE REMOVED SUSP. SUSPENDED, SUSPENSION CLG. CEILING S.W. SHEAR WALL CENTER LINE S.W.F. SHEAR WALL FOOTING - - I HOUR FIRE RATED WALL C. BD. CHALKBOARD AND SMOKE BARRIER G.C. CURB CUT T. TELEPHONE C.O. CLEAN OUT COL. COLUMN TSB TOP a BOTTOM 2 HOUR FIRE RATED WALL TECH. TECHNOLOGY CONE. CONCRETE AND SMOKE BARRIER CONF. CONFERENCE T.O. TOP OF C.M.U. CONCRETE MASONRY UNIT T.O.F. TOP OF FRAME - - - - - 4/2 HR RATED SMOKE BARRIER CONT. CONTINUOUS, CONTINUE T.O.S. TOP OF STEEL CORRIDOR WALLS C.J. CONTROL/CONSTRUCTION JOINT T/S TOP OF SLAB CONTR. CONTRACTOR T/W TOP OF WALL T.T.F TRIM TO FIT EXISTING WALL DET. DETAIL TYP. TYPICAL DIA. DIAMETER DIM. DIMENSION U.O.N. UNLESS OTHERWISE NOTED NEW WALL DR. DOOR DN. DOWN -- oo DENOTES ACCESSIBLE DWG. DRAWING Y.B. VINYL BASE THRESHOLD 12" MAX STEP Y.C.T. VINYL COMPOSITE TILE VERT. VERTICAL WITH BEVELED THRESHOLD E ELECTRICAL V.I.F. VERIFY 1N FIELD OR 14" WITHOUT BEVELED EA. EACH THRESHOLD ECTR. EXISTING CEILING TO REMAIN ED. EDUCATION W. WATER ELEC. ELECTRICAL W/ WITH WCJ WALL CONTROL JOINT E.F. EACH FACE WD. WOODE.J. EXPANSION WF. WIDE FLANGE / EL. ELEVATION JOINT W W.F. WELDED WIRE FABRIC MATERIAL_ CONVENTIONS Y ENTIONS ELEV. ELEVATION W.W.M. WELDED WIRE MESH EMER. EMERGENCY ® AT ENCL. ENCLOSURE ENL. ENLARGED DIAMETER ENT. ENTRANCE EP. EPDXY PAINT BRICK EQ. EQUAL Z.= M ES. EXPOSED STRUCTURE PLAN sec no I E.T.R. EXISTING TO REMAIN E.W. EACH WAY E.W./E.F. EACH WAY/EACH FACE EXAM. EXAMINATION CONCRETE (CAST -IN -PLACE) EXIST EXISTING °° a<16 EXP. EXPANSION a EXT. EXTERIOR FDN. FOUNDATION F.F. FINISHED FLOOR CONCRETE (PRE -CAST) F.P. FOLDING PARTITION ' FIN. FINISH, FINISHED FIXT. FIXTURE FL. FLOOR FT. FOOT F.S. FAR SIDE FTG. FOOTING 'EM CONCRETE MASONRY UNIT (CMU) G GAS PLAN SECTION GA. GAGE, GAUGE GEN. GENERAL G.C. GENERAL CONTRACTOR GYP. GYPSUM - GYP. BD. GYPSUM BOARD RIGID BOARD INSULATION H.C. HANDICAPPED HD. HEADED HDWR. HARDWARE HGT. HEIGHT INSULATION (BATT) H.P. HIGH POINT H.M. HOLLOW METAL HORIZ. HORIZONTAL, HORIZONTALLY H.B. HOSE BIBB HR. HOUR HYD. HYDRANT _ _ EARTH 1NSUL. INSULATION, INSULATED INT. INTERIOR INV. INVERT JAN. JANITOR I - GYPSUM BOARD K.P. KICK PLATE PLYWOOD LAM. LAMINATE L.F. LINEAL FOOT LG. LONG LOC. LOCATION �- WOOD FRAMING (THRU MEMBER) L.P. LOW PO1NT LTG. LIGHTING MINUTE WD FRAMING (UNINTERRUPTED MEMBER) MAS. MASONRY MAX. MAXIMUM MECH. MECHANICAL M.H. MANHOLE MIN. MINIMUM ACOUSTICAL TILE OR PANEL misc. MISCELLANEOUS M.O. MASONRY OPENING MTD. MOUNTED N.A. NOT APPLICABLE N.I.C. NOT IN CONTRACT NO. NUMBER NOM. NOMINAL N.P.S. NOMINAL PIPE SIZE N.S. NEAR SIDE N.T.S. NOT TO SCALE O.C. ON CENTER O.G.C. OCCUPANT O.D. OUTSIDE DIAMETER OPNG. OPENING P.C.B. PAINTED CONCRETE BLOCK P.G.B. PAINTED GYPSUM BOARD PL. PLATE PLUMB. PLUMBING PLYWD. PLYWOOD PREP. PREPARATION P.T. PRESSURE TREATED PTD. PAINTED P.V.C. POLYVINYL CHLORIDE UPPER FLOOR CODE PLAN � SCALE: -14" = T-O" MAIN FLOOR CODE PLAN 2 SCALE: -14" = 11-0" C� LOWER FLOOR CODE PLAN SCALE: '14" = T-O" wai r ► • a M.- dl DATE OF ORIGINAL CONSTRUCTION DATES OF ADDITIONS 1. USE GROUP CLASSIFICATION (Primary (Incidental) 2. CONSTRUCTION TYPE (Chapter 6) Minimum Type Required Actual Type Provided (new) 3. BUILDING HEIGHT (Chapter 5) Allowable Height (story/feet) Actual Height (story/feet) (Stories Above Grade) 4. BUILDING AREA (Chapter 5) a) Building Area (1st Floor) Existing construction New construction Total floor b) Building Area (2nd Floor) Existing construction New construction Total floor c) Building Area (3rd Floor) Existing construction New construction Total floor d) Building Area (all floors) Existing construction New construction Total floor 5. AREA MODIFICATIONS TO TABLE 503 1968 B-BUSINESS A3 - ASSEMBLY 2B 2B 3/55 3/33 3 8,647 sq.ft. 0 sq.ft. 8,647 sq.ft. 8,647 sq.ft. 0 sq.ft. 8,647 sq.ft. 6,999 sq.ft. 0 sq. ft. 6,999 sq.ft. 24,293 sq.ft. 0 sq. ft. 24,293 sq.ft. Total Perimeter = 133 ft.101 ft.133 ft.101 ft. Open Perimeter = N.A. ft. N.A. ft. N•A• ft. N•A• ft. N E W S Total Frontage (F) N•A• ft. Perimeter (P) N-A. ft. (building perimeter which fronts on a public (perimeter of the entire building) way or open space having 20 feet open min.) Width of open space (W) = 30'-0" If=100[F/P-0.25]W/30 100[ N.A. /N.A. -0.251N.A/30= N.A. % Frontage increase (If) = N.A. % of Allowable Tabular Area, At (table 503) 100 % % of Increase for frontage, If (506.2) N.A. % % of Increase for automatic sprinklers, Is (506.3) 200 %' Total percentage factor N.A. %I Conversion factor N.A. (Total percentage factor-r100) 6. CASE 1 - SINGLE OCCUPANCY OR NONSEPARATED USES (302.3.1) (Allowable Area 506.4) USE GROUP B a) ALLOWABLE AREA per floor (Aa) N.A. 23,000 N.A. x (conversion (tabular area, sq. ft. factor) Table 503) b) Largest Building Area (1st fl.) 8,647 sq. ft. c) ACTUAL BUILDING AREAS (each floor) F 8,647 First Floor sq. ft. F 8,647 Second FLoor sq. ft. 6,999 Third FLoor sq. ft. d) Total Floor Area (3 Stories) 24,293 sq. ft. e) ALLOWABLE FLOOR AREA (all stories) N.A. Allowable area x number of stories sq. ft. per floor (Aa) (maximum 3) 7. CASE 2 - MIXED O"C'.. ANCY S€.ARAT€D USES (302.3.2) (Allowable Area 506.4) (NOT USED) 8. FIRE -RESISTANCE RATED REQUIREMENTS FOR BUILDING ELEMENTS (Table 601, See Code Plans for specific designations) 1 Structural frame: including columns, girders, trusses 2 Bearing walls: Exterior Interior 3 Nonbearing walls & partitions (Exterior) Table 602 4 Nonbearing walls & partitions (Interior) 5 Floor Construction (including supporting beams & joists) 6 Roof Construction (including supporting beams & ioists) 0 0 0 0 0 0 0 Hr(s) Hr(s) Hr(s) Hr(s) Hr(s) Hr(s) Hr(s) 9. OCCUPANCY LOAD Design Total for First Floor 44 Total Exit Capacity for First Floor 511 Design Total for Second Floor 251 Total Exit Capacity for Second Floor_ 1029 Design Total for Third Floor 42 Total Exit Capacity for Third Floor 511 Design Total for building 340 Total Exit Capacity for building 2051 10. MODIFICATIONS Approved Not Approved 11. ACCESSIBLE BUILDING I I Designated Non Designated 13. SPRINKLER PROTECTION Entire Building X Limited Area 14. CODES TO WHICH THIS PROJECT WAS DESIGNED State Building Code State Mechanical Code State Plumbing Code State Energy Conservation Code State Electrical Code State Health Code OSHA Section 504 ADA ANSI 117.1 2015 IBC/ 2018 CT AMENDMENTS 2015 IBC/ 2018 CT AMENDMENTS 2015 IBC/ 2018 CT AMENDMENTS 2015 IBC/ 2018 CT AMENDMENTS NFPA 70/2018 CT MOST CURRENT MOST CURRENT MOST CURRENT 2010 2009 Yes No 15. THRESHOLD BUILDING CONDITIONS X 16. TOTAL CONSTRUCTED BUILDING AREA N.A. sq.ft. (measured to exterior face of exterior walls) FIRE SAFETY CODE DATA: 1. CLASSIFICATION OF OCCUPANCY BUSINESS 2. MINIMUM CONSTRUCTION REQUIRED - ACTUAL CONSTRUCTION PROVIDED 2B 3. NOTIFICATION / ALARMS YES X No 4. DETECTION ,Es X No 5. EXTINGUISHMENT REQUIREMENTS YES No X MEANS OF EGRESS MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT USE FLOOR AREA IN S.F. PER OCCUPANT 1. CLASSROOMS 20 S.F. NET 2. SHOPS & VOCATIONAL 50 S.F. NET 3. ASSEMBLY WITHOUT FIXED SEATS 7 S.F. NET TABLES AND CHAIRS 15 S.F. NET 4. LIBRARY 50 S.F. NET 5. MECHANICAL AREAS 300 S.F. GROSS 6. BUSINESS AREAS 100 S.F. GROSS MAXIMUM LENGTH OF EXIT TRAVEL 1. I.B.C. TABLE 1015.1 250 feet KEY PLAN NOT TO SCALE Prc ject Title: Revision: Description: Date: Revised BY Drawing Title: Date: Drawing Number: �x 5� South Windsor Town Hall SILVER / PETRLICELLI +ASSOCIATES _ _ _ _ w�l•�f °��'�,� �\�"" """'"'"�l�T O R n ��OF � 0NFt^nt� JULY '(7, 2020 Architects /Engineers /Interior Designers �� Code Plan General Scale: o 3190 Whitney Avenue, Hamden, CT 06518-2340� ElevatorRenovationsiv tr % - .� <`� Na, a73 V s Information Drawn By: One Post Hill Place, New London, CT 06320 `< � MHM yf _ 1540 Sullivan Avenue y �=" r�'�� -� 1�; �,: Tel. 203 230 9007 Fax. 203 230 8247 f South Windsor Connecticut 06074 1 U.SY) R • C C� jest Number.' � silverpetrucelh.com Prc19.�82 - EXISTING WALLS TO REMAIN. - SAG I iv-= Tv n= TOP OF D_E_G_K_ _ - NEW WALL. EL. 147-10" o I I OX - INDICATES CONSTRUCTION NOTE. o II O- INDICATES DEMOLITION NOTE. V F1_� j �X - ELEVATION OR SECTION NUMBER. 0 , ENTRY PLAZA �X/ - DRAWING NUMBER. 10 I i (+125-O" VIF) F1 - PLAN, SECTION, DETAIL OR ELEV. NUMBER. � f I I F� - INDICATES ELEVATION. I I. OF EL LC 1__F EL EL EL Project Title: DEMO SECTION AT ELEVATOR SCALE: -14" = 1'-0" South Windsor Town Hal] Elevator Renovations 1540 Sullivan Avenue South Windsor, Connecticut 06074 SCALE: 14" = 1'-O' UPPER FLOOR DEEMO PLAN 3 SCALE: '14" = 1'-0" SILVER / PETRLICELLI + ASSOCIATES Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Fax. 203 230 8247 sil verpetrucelli. com SCALE: 44" = 1'-O" GENERAL NOTEES 1. CONTRACTOR iS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS a DIMENSIONS PRIOR TO CONSTRUCTION. 2. CONTRACTOR iS RESPONSIBLE TO REPAIR OR REPLACE ANY AREAS DAMAGED OUTSIDE THE SCOPE OF WORK RETURNING THEM TO THEIR ORIGINAL CONDITION AT NO EXPENSE TO OWNER. 3. PATCH ALL EXISTING MATERIALS AFFECTED BY NEW CONSTRUCTION iN THiS PROJECT, MATCH EXISTING. 4. ALL MATERIALS S EQUIP. ARE NEW UNLESS OTHERWISE NOTED AS "EXISTING". S. REMOVE ALL DEMOLISHED MATERIALS FROM SiTE. LEAVE SiTE CLEAN OF ALL CONSTRUCTION DUST AND DEBRIS AT THE END OF EACH DAY. CONTRACTOR WiLL BE RESPONSIBLE FOR ALL CUSTODIAL TiME ASSOCIATED WiTH CLEANING NOT PERFORMED BY CONTRACTOR. 6. CONTRACTOR TO PROVIDE FLUSH CONDITION AT ALL MASONRY OPENINGS, CUT BACK EX. STEEL AS REQUIRED. 7. CONTRACTOR 1S RESPONSIBLE FOR REMOVING, RELOCATING, AND RECONNECTING ANY AND ALL MECHANICAL AND ELEC. EQUIPMENT, DEVICES, CONDUIT AND WiRiNG AFFECTED BY THE SCOPE OF WORK PRIOR TO DEMOLITION AND UPON COMPLETION OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL ASSOCIATED COMPONENTS AFFECTED BY THE SCOPE WORK. 8. CONTRACTOR iS RESPONSIBLE TO SURVEY AND DOCUMENT ALL LOCATIONS OF WORK PRIOR TO BiD. CONTRACTOR 1S RESPONSIBLE TO CARRY ALL TRADES IN BiD NEEDED TO REMOVE AND REINSTALL ALL OBJECTS AFFECTED BY SCOPE OF WORK (1.E. ROOF LADDERS, EXHAUST, LOUVERS, SiGNAGE, ALARM SYSTEMS, ELEC. CONDUIT, AND ANY OTHER MISC. ITEMS). 9. CONTRACTOR TO MATCH EXISTING MILLWORK, SURFACES AND OR HARDWARE FOR ANY NEW CONSTRUCTION. 40. CONTRACTOR iS RESPONSIBLE TO REPLACE/MATCH iN-KIND ALL DAMAGED ITEMS/MATERIALS CALLED TO BE REMOVED AND RETAINED/SALVAGED FOR REINSTALLATION DURING CONSTRUCTION. 11. CONTRACTOR TO COORDINATE AND REFERENCE ALL DRAWINGS PRIOR TO 9 DURING CONSTRUCTION. 12. CONTRACTOR TO COORDINATE WiTH OWNER ON ALL SECURITY AND EQUIPMENT INSTALLATION DURING CONSTRUCTION. DEMOLITION NOTES G-� 1. REMOVE EXISTING ELEVATOR: CAB, STEEL HOiSTWAY, DOORS, CYLit` CONTROLS a ANY AND ALL ASSOCIATED EQUIPMENT/COMPONENTS. 2. DEMOLISH EXISTING MASONRY AND CMU ELEVATOR SHAFT WALL, ASSOCIATED STRUCTURAL MEMBERS, CONCRETE FOUNDATION WALL & FOOTING AFFECTED BY NEW CONSTRUCTION. SEE STRUCTURAL DRAWINGS. (SUPPORT ANY 8 ALL REMAINING AFFECTED BY DEMOLITION OF SHAFT WALL.) SALVAGE ANY BRiCK FOR REUSE AT THE NEW WALL. 3. DEMOLISH EXISTING ELEVATOR PiT SLAB; EXCAVATE ADDITIONAL MATERIALS UNDER SLAB DOWN TO REQUIRED DEPTH OF NEW SLAB. COORDINATE WiTH STRUCTURAL DRAWINGS. (COORDINATE PiT DEPTH W/ELEVATOR MANUFACTURER REQUIREMENTS.) 4. DEMO PORTION OF FLOOR SLAB 6 ASSOCIATED MATERIALS AS REQUIRED, TO BUILD AND INSTALL NEW ELEVATOR FOUNDATION AND CHASE WALL. SUPPORT REMAINING PORTION OF SLAB AS REQUIRED, STRUCTURAL DRAWINGS. 5. DEMOLISH PORTION OF EXISTING DROPPED ACOUSTICAL CEILING & SUPPORT SYSTEM INCLUDING LIGHTING. COORDINATE WiTH NEW WORK AND ELECTRICAL DRAWINGS. 6. CUT AND REMOVE PORTION OF EXISTING CARPET iN AREA OF NEW HOiSTWAY. COORDINATE WiTH NEW WORK. 7. EXCAVATE AS REQUIRED FOR NEW ELEVATOR SHAFT SLAB AND FOOTING. COORDINATE WiTH STRUCTURAL DRAWINGS. 8. REMOVE BRICK VENEER AT PORTION OF EXISTING WALL iF REQUIRED TO MAINTAIN THE REQUIRED CLEAR HOiSTWAY WiDTH OF 6'-10'. SALVAGE BRiCK FOR REUSE WHERE POSSIBLE. 9. REMOVE PORTION OF EARTH FOR NEW EXTERIOR MECH. SLAB AND FENCE FOOTINGS. FOR MORE iNFORMATi0N SEE DRAWING A4. 10. REMOVE CMU AS REQUIRED TO iNFiLL WiTH GROUT AND SUPPORT NEW HOIST BEAM PER 5/S200. COORDINATE WiTH STRUCTURAL DRAWINGS. 11. PROVIDE MECHANICAL PENETRATIONS AS REQUIRED, COORDINATE WiTH MECHANICAL DRAWINGS. 42. REMOVE PAVERS, SALVAGE FOR REUSE. EXCAVATE TO ACCOMMODATE NEW RAMP SLAB, WALLS AND FOOTINGS. 13. REMOVE A PORTION OF EXISTING WALL TO ACCOMMODATE NEW RAMP. 44. REMOVE A PORTION OF CONCRETE PLAZA WALKWAY AND EXCAVATE TO ACCOMMODATE NEW RAMP SLAB, WALLS AND FOOTINGS. 45. REMOVE (2) LIGHT POSTS AND ASSOCIATED FOUNDATIONS AND COMPONENTS FOR RELOCATION. COORDINATE WiTH ELECTRICAL. 16. REMOVE PORTION OF PLANTING BED INCLUDING PLANTS, MULCH AND EARTH AS REQUIRED TO ACCOMMODATE NEW SIDEWALK. tt'• Y PLAN NOT TO SCALE LOWER FLOOR DEMO PLAN SCALE: '14" = 1'-O" Revision: Description: Date: Revised By. . 01:30 pH \ b;Qti' tSi,J 'C� Drawing Title: Demolition Plans & Section Date: Drawing Number. JUL.Y 17, 2020 Scale: �4" = 1'-O" Drawn By: MHM Project Number. 49.182 Al SYMBOL LEGEND — EXISTING WALLS TO REMAIN. � V I�TIAI /�. T/\ 121- 1'•11-A//\\ /1-i'1 III 1 `0 DG iCCe���l✓YGV. - NEW WALL. Project Title. SCALE: 14" = 41-0" UPPEER FLOOR PLAN 3 SCALE: 14" = 41-011 k AZ South Windsor Town Hall Elevator Renovations L 1540 Sullivan Avenue '°5Y)R-co'~ South Windsor, Connecticut 06074 SCALE: 14" = 41-0" MAIN FLOOR PLAN � SCALE: 14" = 41-0" AdZ I SILVER / PETRLICELLI + ASSOCIATES Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Fax. 203 230 8247 sil verpetrucelli. com SCALE: 14" = 11-0" OX - INDICATES CONSTRUCTION NOTE. O- INDICATES DEMOLITION NOTE. ® - ELEVATION OR SECTION NUMBER. �j - DRAWING NUMBER. - PLAN, SECTION, DETAIL OR ELEV. NUMBER. - INDICATES ELEVATION. GENERAL NOTES 4. CONTRACTOR iS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS 8 DIMENSIONS PRIOR TO CONSTRUCTION. 2. CONTRACTOR iS RESPONSIBLE TO REPAIR OR REPLACE ANY AREAS DAMAGED OUTSIDE THE SCOPE OF WORK RETURNING THEM TO THEIR ORIGINAL CONDITION AT NO EXPENSE TO OWNER. 3. PATCH ALL EXISTING MATERIALS AFFECTED BY NEW CONSTRUCTION IN THiS PROJECT, MATCH EXISTING. 4. ALL MATERIALS & EQUiP. ARE NEW UNLESS OTHERWISE NOTED AS "EXISTING". 5. REMOVE ALL DEMOLISHED MATERIALS FROM SiTE. LEAVE SiTE CLEAN OF ALL CONSTRUCTION DUST AND DEBRIS AT THE END OF EACH DAY. CONTRACTOR WiLL BE RESPONSIBLE FOR ALL CUSTODIAL TiME ASSOCIATED WiTH CLEANING NOT PERFORMED BY CONTRACTOR. 6. CONTRACTOR TO PROVIDE FLUSH CONDITION AT ALL MASONRY OPENINGS, CUT BACK EX. STEEL AS REQUIRED. 7. CONTRACTOR iS RESPONSIBLE FOR REMOVING, RELOCATING, AND RECONNECTING ANY AND ALL MECHANICAL AND ELEC. EQUIPMENT, DEVICES, CONDUIT AND WiRiNG AFFECTED BY THE SCOPE OF WORK PRIOR TO DEMOLITION AND UPON COMPLETION OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL ASSOCIATED COMPONENTS AFFECTED BY THE SCOPE WORK. 8. CONTRACTOR iS RESPONSIBLE TO SURVEY AND DOCUMENT ALL LOCATIONS OF WORK PR10R TO BiD. CONTRACTOR iS RESPONSIBLE TO CARRY ALL TRADES IN BiD NEEDED TO REMOVE AND REINSTALL ALL OBJECTS AFFECTED BY SCOPE OF WORK (i.E. ROOF LADDERS, EXHAUST, LOUVERS, SiGNAGE, ALARM SYSTEMS, ELEC. CONDUIT, AND ANY OTHER MISC. ITEMS). 9. CONTRACTOR TO MATCH EXISTING MILLWORK, SURFACES AND OR HARDWARE FOR ANY NEW CONSTRUCTION. 40. CONTRACTOR iS RESPONSIBLE TO REPLACE/MATCH iN-KIND ALL DAMAGED 1TEMS/MATERIALS CALLED TO BE REMOVED AND RETAINED/SALVAGED FOR REINSTALLATION DURING CONSTRUCTION. 11. CONTRACTOR TO COORDINATE AND REFERENCE ALL DRAWINGS PRiOR TO 8 DURING CONSTRUCTION. 42. CONTRACTOR TO COORDINATE WiTH OWNER ON ALL SECURITY AND EQUIPMENT INSTALLATION DURING CONSTRUCTION. CONSTRUCTION NOTES @-> 4. NEW REINFORCED 8" CMU ELEVATOR SHAFT WALL WiTH BRICK VENEER TO MATCH EYiSSTiNG ^'ALL. REUVE EXISTING- BRiC K .- HERE 112 0 - I I = AND TOOTH WALL INTO ADJACENT WALLS. SEE 4/A3 AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION. 2. NEW ELEVATOR: CAB, SHAFT, CONTROLS, e ALL ASSOC. COMPONENTS PER MANUFACTURER, SEE PROJECT MANUAL). 3. FOUNDATION WALL, SLAB AND STEEL TiED TO EXiST1NG. SEE 4/A3 AND STRUCTURAL DRAWINGS FOR MORE INFORMATION. 4. NEW CARPET FLOORING iN NEW ELEVATOR CAB. SEE PROJECT MANUAL. CONSTRUCTIONRCP • 1. EXISTING CEILING 1S TO REMAIN 1N THE ELEVATOR LOBBY. SUPPORT EXISTING CEILING AT NEW HOiSTWAY WALL. 2. MODIFY TILES TO RECEIVE RELOCATED LIGHT FIXTURES. COORDINATE WiTH ELECTRICAL DRAWINGS. 3. INSTALL NEW J-MOLD 1N ORDER TO SUPPORT EXISTING CEILING AT NEW WALL. KEEY PLAN LOWER FLOOR PLAN � SCALE: 14" = 11-0" �Z Revision: Description: Date: Revised By P�F of- trpZ Vv �+rd ZSS: ,,.,. rr Wj) f<<,P pE7rryUr ��! co ..r .�� No. 473 Drawing Title: Floor Plans & Reflected Ceiling Plans NOT TO SCALE Date: JULY 17, 2020 scale: 14" = 41-0" Drawn By: MHM ProjectNumber: 49.482 Drawing Number: I� 48" A.F.F. IL 10 WINDOW FOR DOT u„#ttnntt MATRIX DISPLAY WiTH "tt ARROWS CERTIFICATE FRAME SEE PROJECT MANUAL a MANUFACTURER FOR ADDITIONAL INFORMATION CODES AND GUIDELINES 0 0 (01I KEY SWITCHES 000 FIREFIGHTERS SERVICE CONTROL Z 4'-O" A.F.F. 3 ()(--UPPER. FLOOR Q MAX. F*2 MAiN FLOOR 0z W ❑LOWER FLOOR DOOR OPEN 1Q1D1 O 1D I 4j O DOOR CLOSED 35" A.F.F. ® O ® O EMERGENCY ALARM Q 0< HANDS FREE NOTIFICATION TELE. EMERGENCY STOP OCTAGON SHALL BE TACTILE, BUT THE X iS NOT EMERGENCY LIGHT UNiT WiTH PLEXiGLAS LENS AND BATTERY POWER PACK {�—i-- DEVICE PANEL 0" A.F.F. ELEVATOR CONTROL PANEL SCALE: 3" = 11-0" PROVIDE (3) THREE SiGNS AT EACH ELEVATOR HALL SiZE AS REQ'D FOR BRAILLE. T. iN CASE OF FiRE DO NOT USE ELEVATOR USE STAIRS 2. ELEVATOR (INCLUDE ELEVATOR SYMBOL AS SHOWN) ' 'NTEL - REFER TO TRUCTURAL (SEE ELEVATOR ANUFACTURER FOR R.O. HEIGHT QUiRED AT EACH FLOOR TO STALL ELEVATOR TER10R BRiCK TO MATCH KISTiNG, REUSE EXISTING WHERE DSSiBLE TAiNLESS STEEL FRAME ALL LANTERN S. ELEVATOR DOOR PANEL _OOR DESIGNATION SYMBOL ONE 0 EACH JAMB -REFER D DETAIL 11/A3 (PRIMARY X1T FLOOR) a 12/A3. ACTiLE SiGNAGE MOUNTED AT 48" IN. AFF TO BASELINE OF BRAILLE ND 60" MAX. AFF TO BASELINE F THE HiGHEST TACTILE HARACTER PER 1CC/ANSI 117.4, SECTIONS 703.3.10, D3.4.5 AND 703.5.4. OOR REOPENING EV10E FiN. FLOOR (EXISTING CARPET) BALL CALL BUTTONS WiTH KEYSWiTCH - SEE PROJ. MANUAL (SEE OWNER FOR KEYING) ELEVATOR LOBBY ELEVATION SCALE: 42" _ 4'-0" STAINLESS STEEL =RAMES ELEVATOR FLOOR :)ESiGNATiON, 2" 01INiMUM HARACTER 4E1GHT - NSTALLED ON 3OTH ELEVATOR DOOR IAMBS HALLWAY SiDE) IN S,CCORDANCE TO S,DAAG 407.2.3.2 AND 703.4-703.7.4 ELEVATOR DOOR JAMB S1GNAGE - TYPICAL FLOOR �2 SCALE: 142" = T-O" ELEVATOR DOOR STAINLESS STEEL =RAMES ELEVATOR FLOOR )ESiGNAT10N WiTH 7ACTiLE STAR FOR 4A1N ENTRY LEVEL, 2" 4IN1MUM :HARACTER HEIGHT - `1STALLED ON BOTH ELEVATOR DOOR IAMBS -IALLWAY SiDE) 1N ACCORDANCE TO �DAAG 107.2.3.2 AND ,'03.1-703.7.4 ELEVATOR DOOR JAMB S1GNAGE - PRIMARY FLOOR •�•� SCALE: 1-12" = T-O" C cc CEILING PANELS - REFER TO F ELEVATOR T CAB RCP In PLASTIC d U LAMINATE WALL PANELS 1-42" ROUND STAINLESS STEEL HANDRAIL SiDE AND REAR WALLS ELEVATOR CAB BACK ELEVATION �® SCALE: -12" _ T-O" 3 CONCRETE MASONRY UNITS - REFER TO PLAN FOR WALL TYPE STAINLESS STEEL DOOR ELEVATOR DOOR SiLL/TRACK BELOW MASONRY ANCHORS - 3 PER JAMB MiN. STAINLESS STEEL FRAMES - SLUSH SOLiD LNG V. BRiCK VENEER TO MATCH STAINLESS STEEL EXISTING THR RATED UL #U906 ELEVATOR DOOR JAMB DEETAIL_ SCALE: 4-12" = 4'-0" ELEVATOR DOOR ELEVATOR DOOR SiLL/TRACK - INSTALL PER ELEVATOR MANUFACTURER INSTRUCTIONS DOOR JAMB BEYOND CONCRETE SLAB - REFER TO STRUCTURAL DRAWINGS `� �• •? -? ""'` :•�►, ='• ;, 4" X 4" X 3/8" STEEL ANGLE ° `. • •. - " •'. % %,; WiTH EXPANSION BOLTS • mil•--i• .• ar .AN. -:'§ TERMINATION TAPE 0- ' - WATERPROOFING '! - - • ' MEMBRANE - SEE p PROJECT MANUAL COMPACTED GRAVEL CONCRETE FOUNDATION WALL - STAINLESS STEEL SEE STRUCTURAL 1HR RATED DRAWINGS UL #U9O6 SCALE: 1'12" _ T-O" 2'-0• CONFIRM PER 4ANUFACTURER; REQUiREMENTS Q FACE Of WALL 2 '1/2" X 3/5" STE FLAT BARS 24/2"X3. STEEL BENT BA1: 1 4/2" DiA, RUNGS TOP OF CONCRE' SLAB ELEVATOR LADDER ELEVATION SCALE: '12" = T-O" a� I C1 C\/ATr1n rie-%e'Q �.a.-i v rc � v� ✓vvn MECHANISM PROVIDE NEW "J" MOLD EDGE BAND, CAULK, TYP. CONCRETE MASONRY UNITS 6 BRICK VENEER 777 LINTEL (SEE STRUCTURAL DWGS.) N STAINLESS STEEL HEAD - SLUSH SOLID STAINLESS STEEL ELEVATOR DOOR STAINLESS STEEL 4HR RATED UL #U9O6 ELEVATOR DOOR HEAD DETAIL SCALE: 1-12" = T-O" ME U DOOR JAMB BEYOND ELEVATOR DOOR ELEVATOR DOOR SiLL/TRACK - INSTALL PER ELEVATOR MANUFACTURER INSTRUCTIONS NEW THRESHOLD SET 1N CMU WALL CONFIGURATION - SLUSH SOLID EXISTING CONCRETE SLAB AND FLOOR FiNiSH STEEL ANGLE, SEE STRUCTURAL STEEL BEAM, SEE STRUCTURAL 4" X 4" X 3/8" STEEL ANGLE WiTH EXPANSION BOLTS BOND BEAM - REFER TO STRUCTURAL DRAWINGS CMU WALL WiTH BRICK VENEER - REFER TO STRUCTURAL DRAWINGS FOR REINFORCING STAINLESS STEEL 1HR RATED UL #U906 ELEVATOR DOOR SILL DETAIL 0 UPPER LEVELS r4 SCALE: 1-12" _ T-O" ==An EMERGENCY ACCESS PANEL FLORESCENT LIGHT BEYOND - REFER TO ELEVATOR PROJ. MANUAL SUSPENDED ALUMINUM EGG CRATE DIFFUSER CEILING - PREFER TO PROJ. MANUAL FOR ADDITIONAL INFORMATION DOOR LOCATION ELEVATOR CAB RCP 3 SCALE: 42" = 1'-0" �+3 EQ EQ EQ CONFIRM CAB INTERIOR WIDTH W/ELEVATOR MANUFACTURER � STAINL-E-SS STEEL DOOR CEILING PANELS - REFER TO ELEVATOR SEE DETAIL CAB RCP �f5/A3 FOR 0 T 0 CONTROL 2 0 PANEL AND _ PLASTIC = °°° REFER TO 0 4 LAMINATE 0 = ELEVATOR co U WALL co PROJ. PANELS U °°° MANUAL FOR PANEL ° 0000 FiNiSH 1-12" ROUND 030130 STAINLESS °O ®O STEEL CARPET HANDRAIL (SEE PROJECT SiDE AND MAN.) REAR WALLS ELEVATOR CAB SIDE ELEVATION � SCALE: '12" = 1'-0"� ELEVATOR CAB FRONT ELEVATION 2 SCALE: 12" = T-O" SECTION AT ELEVATOR SCALE: 44" = T-O" Project Title: Revision: Description: Date: RevisedBy. : OF �., ,\ ��pq;;11111Ui Drawin Title: Date: Dmvin Number.• SILVER / PETRLICELLI + ASSOCIATES p y ��� °�,�f "coo,N �lrrrt,,,,, g JULY �7, 202o g ��.�N Sc- South Windsor Town Hall - - - - rG . j4`` ,1,1�,�. �,� wo�;� Erg F�,����,, Architects/Engineers/Interior Designers ..1 ;''� �' `'� �'� `' '% Elevator Section & Details scale: 3190 Whitneyvenue, Hamden, CT 06518-2340 �4" ElevatorRenovations = One Post Hill Place New London CT 06320 �,� ,; .. y � .� ? ? � �` '1t, . �; k? 'r/ ��/q`�-'Q� N� T 3 t G ,� Drawn By: A 3 1540 Sullivan Avenue '' t4p 1q \\\��`���� Project Number. Tel. 203 230 9007 Fax. 203 230 8247 ' r�°' ���' MHM t )SOR•C°~ South Windsor Connecticut 06074 sil verpetrucelli. com .f9•.f82 SYMBOL LEGEND — EXISTING WALLS TO REMAIN. — EXISTING TO BE REMOVED. —NEW WALL. O— INDICATES CONSTRUCTION NOTE. B � � = Z �� F _ INDICATES DEMOLiT10N NOTE. __ a X - ELEVATION OR SECTION NUMBER. — — X - EL.P23-O" ° a -4 X A6 X - DRAWING NUMBER. W W e a — — — — LANDING - PLAN, SECTION, DETAIL OR ELEV. NUMBER. LANDING 4„111Va ° U EL. 121'-g„ INDICATES ELEVATION. `0 #5 @ 1ro" O.G. EACH WAY 14'- 4 L • . ° a ° r--------------------------------------------------------------------- I L--------------------------------------------------------------------- ° 2'-O" EXTERIOR RAMP SECTiON 3 SCALE: 1/2' = T-O" �,t�4 EXTERIOR RAMP SECTiON .� SCALE: 1/2' = 1'-0' �'�� Project Title: South Windsor Town Hall Elevator Renovations ,It. 1540 Sullivan Avenue °SOR-Cv South Windsor, Connecticut 06074 5'-O" CLEAR #5 @ 16" O.G. EACH WAY PLAZA rik _.. 123-O" ANDIN 121'-9 4" )EWALK SIDEWALK EL. SILVER / PETRUCELLI + ASSOCIATES Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Fax. 203 230 8247 sil verpetrucelli. com Revision: Description: s--i% i r 1 SCALE: 1/2' = T-O' EXTERIOR RAMP FOUNDATiON PLAN � SCALE: 4/2, = 1'-0" �,�4 Date: Revised By: =_WALK 119'-8 4" GENERAL NOTES 1. CONTRACTOR iS RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS 8 DIMENSIONS PRIOR TO CONSTRUCTION. 2. CONTRACTOR 1S RESPONSIBLE TO REPAIR OR REPLACE ANY AREAS DAMAGED OUTSIDE THE SCOPE OF WORK RETURNING THEM TO THEiR ORIGINAL CONDITION AT NO EXPENSE TO OWNER. 3. PATCH ALL EXISTING MATERIALS AFFECTED BY NEW CONSTRUCTION IN THiS PROJECT, MATCH EXISTING. 4. ALL MATERIALS 8 EQUiP. ARE NEW UNLESS OTHERWISE NOTED AS 'EXISTING'. 5. REMOVE ALL DEMOLISHED MATERIALS FROM SiTE. LEAVE SiTE CLEAN OF ALL CONSTRUCTION DUST AND DEBRIS AT THE END OF EACH DAY. CONTRACTOR WiLL BE RESPONSIBLE FOR ALL CUSTODIAL TiME ASSOCIATED WiTH CLEANING NOT PERFORMED BY CONTRACTOR. 6. CONTRACTOR TO PROVIDE FLUSH CONDITION AT ALL MASONRY OPENINGS, CUT BACK EX. STEEL AS REQUIRED. 7. CONTRACTOR iS RESPONSIBLE FOR REMOVING, RELOCATING, AND RECONNECTING ANY AND ALL MECHANICAL AND ELEC. EQUIPMENT, DEVICES, CONDUIT AND WiRiNG AFFECTED BY THE SCOPE OF WORK PRIOR TO DEMOLITION AND UPON COMPLETION OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL ASSOCIATED COMPONENTS AFFECTED BY THE SCOPE WORK. 8. CONTRACTOR iS RESPONSIBLE TO SURVEY AND DOCUMENT ALL LOCATIONS OF WORK PRIOR TO BiD. CONTRACTOR iS RESPONSIBLE TO CARRY ALL TRADES iN BiD NEEDED TO REMOVE AND REINSTALL ALL OBJECTS AFFECTED BY SCOPE OF WORK (i.E. ROOF LADDERS, EXHAUST, LOUVERS, SiGNAGE, ALARM SYSTEMS, ELEC. CONDUIT, AND ANY OTHER MiSC. ITEMS). 9. CONTRACTOR TO MATCH EXISTING MILLWORK, SURFACES AND OR HARDWARE FOR ANY NEW CONSTRUCTION. 10. CONTRACTOR iS RESPONSIBLE TO REPLACE/MATCH 1N-KIND ALL DAMAGED ITEMS/MATERIALS CALLED TO BE REMOVED AND RETAINED/SALVAGED FOR REINSTALLATION DURING CONSTRUCTION. 11. CONTRACTOR TO COORDINATE AND REFERENCE ALL DRAWINGS PRIOR TO & DURING CONSTRUCTION. 12. CONTRACTOR TO COORDINATE WiTH OWNER ON ALL SECURITY AND EQUIPMENT INSTALLATION DURING CONSTRUCTION. I CONSTRUCTION NOTES @--> I 1. INSTALL RAMP FOR MAiN FLOOR ACCESS PRIOR TO ELEVATOR DEMOLITION PER PLANS SECTIONS AND DETAILS. KEY PLAN NOT TO SCALE Drawing Title: Exterior Ramp Foundation Plan and Sections Date: JULY 47, 2020 Scale: MHM Drawn By: .J;N = it -ON Project Number.• 49.182 Drawing Number: r %W PVC FENCE POST SECTION � SCALE: 1/2' = 1'-0"6 Project Title: 2xro TOP RA 5x5 POSTS e"X11-L"TON GROOVE PIC 2xG BOTTOf 10" ROUND F PVC FENCE PANEL a GATE ELEVATION � SCALE: 1/2' = 1'-006 South Windsor Town Hall Elevator Renovations 1540 Sullivan Avenue South Windsor, Connecticut 06074 SECTION DETAIL � SCALE: 3' = 11-0" rJ TYPICAL GATE 'ITH HARDWARE ACCORDING TO 1AN UFACTURER. ORDINATE LOCK WITH OWNER. ro" GONG. PAD - SEE PROJECT MANUAL EXIST. OR NEW BITUMINOUS GONG. DRIVEWAY NOTE: VERIFY DIMENSION REQUIREMENTS WITH GU-1 MANUFACTURER REQUIREMENTS AND CLEARANCES. SEE MECHANICAL DRAWINGS FOR MORE INFORMATION. 2 LAYERS CX6 10/10 W.W.F. 6"PROCESSED AGGREGATE SLAB DETAIL SCALE: 3/4' = 1'-0' �6 1'14" NPS GALV. STL. HANDRAIL 1'14" NPS GALV. STL. PiPE RAiL AT 4-O' O.C. MAX, 1'14' NPS GALV. STL. BOTTOM RAiL DRiLL AND EXTEND POST MiN. 4" INTO CONCRETE AND ilk GROUT (NON -SHRINK) PROVIDE ADDITIONAL 42" TO DEPTH OF HOLE AND cr �� ADDITIONAL 1" 1N DIAMETER FOR NON -SHRINK GROUT FOR SiDES AND BOTTOM RAILING SECTIONrt_D"�� SCALE: 1 1/2" = 1'-0" A6 SILVER / PETRLICELLI + ASSOCIATES Revision: Description: Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Fax. 203 230 8247 sil veipetrucelli. com FENCE AND PAD SITE PLAN � SCALE: ''4' = 1'-0" �t6 EQUAL 4'-0" MAX EQUAL 4-0" MAX 114' NPS GALV. STL. HANDRAIL ri 114" NPS GALV. STL. PiP 0 N RAiL AT 4'-0" O.G. MAX, N 114' NPS GALV. STL. BOTTOM RAiL r Miv m L J L J L J SCALE: 1 1/2' = 1'-O" SECTION DETAIL � SCALE: 3" = 1'-0' ,� lJ Date: RevisedBy-, Drawing Title: Site Details SYMBOL LEGEND - EXISTING WALLS TO REMAIN. ________ - EXISTING TO BE REMOVED. - NEW WALL. - INDICATES CONSTRUCTION NOTE. - INDICATES DEMOLITION NOTE. - ELEVATION OR SECTION NUMBER. - DRAWING NUMBER. - PLAN, SECTION, DETAIL OR ELEV. NUMBER. - INDICATES ELEVATION. GENERAL NOTES 1. CONTRACTOR 1S RESPONSIBLE TO FIELD VERIFY ALL EXISTING CONDITIONS 8i DIMENSIONS PRIOR TO CONSTRUCTION. 2. CONTRACTOR 1S RESPONSIBLE TO REPAIR OR REPLACE ANY AREAS DAMAGED OUTSIDE THE SCOPE OF WORK RETURNING THEM TO THEIR ORIGINAL CONDITION AT NO EXPENSE TO OWNER. 3. PATCH ALL EXISTING MATERIALS AFFECTED BY NEW CONSTRUCTION IN THiS PROJECT, MATCH EXISTING. 4. ALL MATERIALS S EQUIP. ARE NEW UNLESS OTHERWISE NOTED AS "EXISTING". 5. REMOVE ALL DEMOLISHED MATERIALS FROM SiTE. LEAVE SiTE CLEAN OF ALL CONSTRUCTION DUST AND DEBRIS AT THE END OF EACH DAY. CONTRACTOR WiLL BE RESPONSIBLE FOR ALL CUSTODIAL TiME ASSOCIATED WiTH CLEANING NOT PERFORMED BY CONTRACTOR. 6. CONTRACTOR TO PROVIDE FLUSH CONDITION AT ALL MASONRY OPENINGS, CUT BACK EX. STEEL AS REQUIRED. 7. CONTRACTOR iS RESPONSIBLE FOR REMOVING, RELOCATING, AND RECONNECTING ANY AND ALL MECHANICAL AND ELEC. EQUIPMENT, DEVICES, CONDUIT AND WiRiNG AFFECTED BY THE SCOPE OF WORK PRiOR TO DEMOLITION AND UPON COMPLETION OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL ASSOCIATED COMPONENTS AFFECTED BY THE SCOPE WORK. 8. CONTRACTOR 15 RESPONSIBLE TO SURVEY AND DOCUMENT ALL LOCATIONS OF WORK PRIOR TO BiD. CONTRACTOR iS RESPONSIBLE TO CARRY ALL TRADES IN BiD NEEDED TO REMOVE AND REINSTALL ALL OBJECTS AFFECTED BY SCOPE OF WORK (1.E. ROOF LADDERS, EXHAUST, LOUVERS, SiGNAGE, ALARM SYSTEMS, ELEC. CONDUIT, AND ANY OTHER MiSC. ITEMS). 9. CONTRACTOR TO MATCH EXISTING MILLWORK, SURFACES AND OR HARDWARE FOR ANY NEW CONSTRUCTION. 10. CONTRACTOR iS RESPONSIBLE TO REPLACE/MATCH 1N-KIND ALL DAMAGED ITEMS/MATERIALS CALLED TO BE REMOVED AND RETAINED/SALVAGED FOR REINSTALLATION DURING CONSTRUCTION. 11. CONTRACTOR TO COORDINATE AND REFERENCE ALL DRAWINGS PRiOR TO a DURING CONSTRUCTION. 12. CONTRACTOR TO COORDINATE WiTH OWNER ON ALL SECURITY AND EQUIPMENT INSTALLATION DURING CONSTRUCTION. COl`ISTRUGT101`I NOTES 1. INSTALL PAD FOR MECHANICAL EQUIPMENT, COORDINATE WiTH MECHANICAL. 2. INSTALL FENCE, COORDINATE WiTH MECHANICAL REQUIREMENTS. COORDINATE LENGTH TO CONCEAL THROUGH WALL PENETRATION AT MECHANICAL UNiT. KEY PLAN NOT TO SCALE 72 Date: Dr vka Number: JULY 17, 2020 Scale: MHM Drawn BY. 'f4" = 11-0" Project Number. 49.152 HANDRAIL DETAIL P O RAMP Q SCALE 4" = 4'-0" �7 EQUALLY SPACED LiNE OF POST I A7 b 142" ACTUAL D1A. GALV. STL. HANDRAIL EE BRACKET HANDRAIL_ DETAIL_ C SCALE: 412' = 4'-0" �? 1'12" GAL RAiL LEI lL� =NTz-IYI19 HANDRAIL_ DETAIL_ BOTT. O1= RAMP � SCALE 4" = 4'-O" , 7 1-12" L 1-12" 112" ACTUAL D1A. GALV. STL. HANDRAIL > GALV. STL. BRACKETS AT 4'-0" O.C. BOLTS AS REQUIRED HANDRAIL_ DETAI SCALE 3" = 4'-00? EXTERIOR RAMP EL_EVATiON � SCALE: 4/2" = 1'-0"� 2X6 P.T. WD. GUARDRAIL 48" A.F.F. CONT. 2X4 P.T. WD. NOTCH EXISTING 4X4 POST 442" ACTUAL D1A. GALV. METAL- HANDRAiLS, SEE DETAIL A/A4 4X4 P.T. WOOD POST 2X2 P.T. WOOD PiCKET SPACE ® 5" O.G. MAX. CREATING 3-12" CLEAR 2X2 P.T. WOOD HOR1Z. EDGE PROTECTION. 2X6 P.T. JOISTS ® 42" O.C. 5/4 X 6 P.T. WD. DECKING SPACE PER MANUF. REQ'MTS. - JOIST HANGERS CONT. 2X6 P.T. NOTCH EXISTING 4X4 POST BASE PLATE CONT. 2X4 P.T. WD., NOTCH 4X4 POST BASE PLATE (IMBED CONC. FOOTING ZP 0 i N V N c W CA .4 0 m ' to z RAMP ,SECTiON � SCALE 4/2" = 4'-0" SYMBOL- LEGEND - EXISTING WALLS TO REMAIN. - EXISTING TO BE REMOVED. Q - NEW WALL. INDICATES CONSTRUCTION NOTE. OX - INDICATES DEMOLITION NOTE. - ELEVATION OR SECTION NUMBER. X - DRAWING NUMBER. 0 - PLAN, SECTION, DETAIL OR ELEV. NUMBER. N I N $- - INDICATES ELEVATION. EXTERIOR RAMP EL_EVATiON 3 SCALE: 4/2" = 1'-0"? =I1 1 K T V IYr L rL-A-\11 �( SCALE: '14" = 4'-0" ? GENERAL NOTES 1. CONTRACTOR iS RESPONSIBLE TO FiELD VERIFY ALL EXISTING CONDITIONS e DIMENSIONS PRiOR TO CONSTRUCTION. 2. CONTRACTOR iS RESPONSIBLE TO REPAIR OR REPLACE ANY AREAS DAMAGED OUTSIDE THE SCOPE OF WORK RETURNING THEM TO THEIR ORIGINAL CONDITION AT NO EXPENSE TO OWNER. 3. PATCH ALL EXISTING MATERIALS AFFECTED BY NEW CONSTRUCTION IN THiS PROJECT, MATCH EXISTING. 4. ALL MATERIALS a EQUiP. ARE NEW UNLESS OTHERWISE NOTED AS "EXISTING". 5. REMOVE ALL DEMOLISHED MATERIALS FROM SiTE. LEAVE SiTE GLEAN OF ALL CONSTRUCTION DUST AND DEBRIS AT THE END OF EACH DAY. CONTRACTOR WiLL BE RESPONSIBLE FOR ALL CUSTODIAL TiME ASSOCIATED WiTH CLEANING NOT PERFORMED BY CONTRACTOR. 6. CONTRACTOR TO PROVIDE FLUSH CONDITION AT ALL MASONRY OPENINGS, CUT BACK EX. STEEL AS REQUIRED. 7. CONTRACTOR 1S RESPONSIBLE FOR REMOVING, RELOCATING, AND RECONNECTING ANY AND ALL MECHANICAL AND ELEC. EQUIPMENT, DEVICES, CONDUIT AND WiRiNG AFFECTED BY THE SCOPE OF WORK PRiOR TO DEMOLITION AND UPON COMPLETION OF CONSTRUCTION. CONTRACTOR TO VERIFY ALL ASSOCIATED COMPONENTS AFFECTED BY THE SCOPE WORK. 8. CONTRACTOR iS RESPONSIBLE TO SURVEY AND DOCUMENT ALL LOCATIONS OF WORK PRIOR TO BiD. CONTRACTOR iS RESPONSIBLE TO CARRY ALL TRADES iN BiD NEEDED TO REMOVE AND REINSTALL ALL OBJECTS AFFECTED BY SCOPE OF WORK (i.E. ROOF LADDERS, EXHAUST, LOUVERS, SiGNAGE, ALARM SYSTEMS, ELEC. CONDUIT, AND ANY OTHER MiSC. ITEMS). 9. CONTRACTOR TO MATCH EXISTING MILLWORK, SURFACES AND OR HARDWARE FOR ANY NEW CONSTRUCTION. 10. CONTRACTOR iS RESPONSIBLE TO REPLACE/MATCH iN-KIND ALL DAMAGED ITEMS/MATERIALS CALLED TO BE REMOVED AND RETAINED/SALVAGED FOR REINSTALLATION DURING CONSTRUCTION. 11. CONTRACTOR TO COORDINATE AND REFERENCE ALL DRAWINGS PRIOR TO e DURING CONSTRUCTION. 12. CONTRACTOR TO COORDINATE WiTH OWNER ON ALL SECURITY AND EQUIPMENT INSTALLATION DURING CONSTRUCTION. DEMOLITION NOTES O-� 4. REMOVE PAVERS, SUBSTRATE AND EARTH FOR RAMP FOOTINGS. r nN DTP l Ir-T1r)N N n T R A r 1. INSTALL RAMP FOR MAiN FLOOR ACCESS PRIOR TO ELEVATOR DEMOLITION PER CONSTRUCTION PER DETAILS. 2. PROVIDE A SEPARATE ALTERNATE COST FOR INSTALLING A PREFABRICATED ALUMINUM RAMP THAT MEETS ALL APPLICABLE CODES AND ADA iN A SiMiLAR CONFIGURATION TO THE WOOD RAMP PRiOR TO ELEVATOR DEMOLITION. SEE PROJECT MANUAL. [I ,w NOT TO SCALE Project Title: Revision: Description: Date: Revised By: �f OF �,� \�����.U�"i1'npp���rr` Drawing Title: ' Date: DrawmgNumber.- wN SF South Windsor Town Hall , SILVER / I'ETRLICELLI +ASSOCIATES _ _ _ _ +;�;.�``,����lr ""r�. ��� coriN fi.r� Alternate Ramp&Details JU Y 202 < Architects /Engineers /Interior Designers ,�e i, - �. : p '. G. ! � ` �A Scale: 3190 Whitneyvenue, Hamden, CT 06518-2340 rElevatu"�rRu-e-Nnovations y y. 473 G� DrawnB' n ` - One Post Hill Place, New London, CT 06320 ' 1540 Sullivan Avenuefill �, ^� - 1-0 �i`}� Tel. 203 230 9007 Fax. 203 230 8247Project Number: A7 t� FOR South Windsor, Connecticut 06074 silverpetrucelli.com 2 GENERAL NOTES GENERAL 1. LOADS, OPENINGS AND STRUCTURE IN ANYWAY RELAT ED TO REQUIREMENTS OF OTHER (NON-STRUCTURAL) DISCIPLINES ARE SHOWN FOR BIDDING PURPOSES ONLY. THE CONTRACTOR SHALL OBTAIN FROM THE HEATING AND VENTILATING, ELECTRICAL, PLUMBING AND OTHER SUBCONTRACTORS THE FINAL APPROVED SIZE AND LOCATION OF ALL OPENINGS AND WORK TO BE PROVIDED FOR THEIR TRADE IN ROOFS, FLOORS AND WALLS, WHETHER SHOWN OR NOT SHOWN ON STRUCTURAL DRAWINGS. CONTRACTOR SHALL BE RESPONSIBLE FOR TRANSMISSION OF REQUIREMENTS, LOCATIONS AND DETAILS TO STRUCTURAL SUBCONTRACTORS. EXCESS COST RELATED TO VARIATION IN MECHANICAL REQUIREMENTS ARE NOT TO BE BORNE BY THE OWNER. 2. IT IS THE CONTRACTOR'S SOLE RESPONSIBILITY TO FOLLOW ALL APPLICABLE SAFETY CODES AND REGULATIONS DURING ALL PHASES OF CONSTRUCTION. 3. SHOP DRAWINGS ARE TO BE CHECKED BY THE CONTRACTOR AND SUBCONTRACTOR AND BEAR CHECKER'S INITIALS BEFORE BEING SUBMITTED TO THE ARCHITECT FOR APPROVAL. 4. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS, ANGLES AND EXISTING CONDITIONS BEFORE PROCEEDING WITH ANY WORK. 5. ALL SECTIONS AND DETAILS SHALL BE CONSIDERED TYPICAL AND APPLY FOR THE SAME AND SIMILAR SITUATIONS THROUGHOUT THE BUILDING, UNLESS OTHERWISE SPECIFICALLY NOTED. 6. CONTRACTOR SHALL REVIEW ALL ARCHITECTURAL AND STRUCTURAL DRAWINGS PRIOR TO SUBMITTING THEIR BID FOR REFERENCE TO ALL NOTES ON ARCHITECTURAL DRAWINGS REFERRING TO SEE STRUCTURAL DRAWINGS. IF THE SIZE OF ELEMENTS AND DETAILING OF MEMBERS IS NOT INDICATED, THE CONTRACTOR SHALL CONTACT THE ARCHITECT TO REQUEST THE MISSING INFORMATION IN PREPARATION OF THEIR BID. THESE REFERENCED ITEMS SHALL BE PART OF THE BASE BID. 7. IN CASES OF DISCREPANCIES BETWEEN CONTRACT DOCUMENTS AND SUBMITTED SHOP DRAWINGS, THE CONTRACT DOCUMENTS SHALL GOVERN INSTALLATION OF MATERIALS. 1. BACKFILLING SHALL BE ACCOMPLISHED TO EQUAL HEIGHTS ON BOTH SIDES OF FOUNDATION WALLS TO PREVENT MOVEMENTS DUE TO UNBALANCED EARTH PRESSURE. WHERE EARTH IS ON ONE SIDE ONLY, BACKFILLING AND COMPACTION SHALL NOT START UNTIL FLOOR SLAB OR ADEQUATE BRACING IS PROVIDED FOR WALL SUPPORT (EXCEPT AT RETAINING WALLS). 2. ALL FOOTINGS ARE TO REST ON UNDISTURBED NATURAL SOIL, AS DEFINED IN THE SPECIFICATIONS, OR CONTROLLED COMPACTED FILL, REGARDLESS OF ELEVATIONS SHOWN ON DRAWINGS. FOOTING BOTTOM ELEVATIONS SHALL NOT BE HIGHER THAN INDICATED ON THE FOUNDATION PLAN, NOR LESS THAN 3-6" BELOW FINISH GRADES. 3. ALL CONTROLLED COMPACTED BACKFILL UNDER FOOTINGS AND WITHIN THE FOOTPRINT OF THE STRUCTURE SHALL BE COMPACTED TO 95% OF THE MODIFIED OPTIMUM DENSITY. 4. WHERE FOOTINGS ARE IN CLOSE PROXIMITY OF SUBSURFACE PIPING OR CONDUIT, BOTTOM OF FOOTINGS SHALL BE AT LEAST 8" BELOW INVERT ELEVATION OF PIPING OR CONDUITS. 1. 5. KEEP FOUNDATION EXCAVATIONS FREE OF WATER AT ALL TIMES. 6. USE LEAN CONCRETE (fc=1500) OR CONTROLLED COMPACTED FILL FOR OVER -EXCAVATION OF FOOTINGS. 7. PLACEMENT OF ALL COMPACTED FILL MATERIALS MUST BE UNDER SUPERVISION OF AN APPROVED TESTING LABORATORY. CONCRETE FOUNDATIONS SHALL NOT BE PLACED UNTIL SUBGRADE HAS BEEN CHECKED IN PLACE AND APPROVED BY TESTING LABORATORY. 8. EXISTING ON -SITE EXCAVATED MATERIALS SHALL NOT BE ACCEPTABLE BACKFILL MATERIAL BELOW BUILDING FOUNDATIONS, SLABS ON GRADE, OR FOR BACKFILLING OF FOUNDATION WALLS UNLESS APPROVED BY A GEOTECHNICAL ENGINEER. 9. THE LOCATION AND ELEVATION OF EXISTING FOOTINGS INDICATED ARE BASED ON DRAWINGS BY DATED WHICH HAVE BEEN PROVIDED TO THE DESIGNERS BY THE OWNER. THIS INFORMATION IS PROVIDED FOR BIDDING PURPOSES ONLY. ACTUAL EXISTING FOUNDATIONS MAY VARY FROM WHAT IS INDICATED, AND MUST BE VERIFIED IN FIELD PRIOR TO PREPARATION OF SHOP DRAWINGS. NOTIFY ARCHITECT IF EXISTING CONDITIONS PRECLUDE USE OF DETAILS AS SHOWN. 10. PROVIDE CONTINUOUS BENTONITE WATERSTOPS BETWEEN THE TOP OF FOOTING AND BOTTOM OF ALL WALLS WHERE THE SLAB ON GRADE IS BELOW THE FINISH GRADE. PLACE THE WATERSTOP WITH A MINIMUM OF 2" CLEAR FROM THE FACE OF WALL, OR PER THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. ATTACH WATERSTOP TO THE CONCRETE PER THE MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. SLAB ON GRADE 1. ALL SLABS ON GRADE SHALL BEAR ON A 15 MIL, CLASS A, VAPOR RETARDER OVER A MINIMUM OF 4 INCHES OF 3/4" COMPACTED PROCESSED AGGREGATE FILL, OVER A MINIMUM OF 6 INCHES OF COMPACTED GRAVEL FILL. ALL JOINTS OF THE VAPOR RETARDER SHALL BE SEALED WITH TAPE. TURN THE VAPOR BARRIER UP AT ALL TERMINATIONS AGAINST FOUNDATION WALLS AND SEAL JOINT BY CONTINUOUSLY TAPING. 2. CONTRACTOR SHALL CONSOLIDATE ALL SLAB CONCRETE USING VIBRATIONAL METHODS IN CONFORMANCE WITH ACI 309, GUIDE FOR CONSOLIDATION OF CONCRETE. CONCRETE MATERIALS: CONCRETE SHALL MEET THE REQUIREMENTS OF THE EXPOSURE CATEGORY LISTED BELOW PER ACI 318 CHAPTER 19, AND SHALL HAVE THE MAXIMUM WATER TO CEMENT RATIO, TARGET AIR CONTENT AND DEVELOP STRENGTH IN 28 DAYS AS FOLLOWS: LOCATION EXPOSURE STRENGTH MAXIMUM WATER TARGET AIR CATEGORY (PSI) TO CEMENT RATIO CONTENT FOUNDATIONS F2 3000 0.45 6°% SLABS ON GRADE FO 3500 N/A N/A 1. ALL DETAILING, FABRICATION AND ERECTION OF REINFORCING BARS MUST FOLLOW ACI 318-14. 2. REINFORCING STEEL SHALL BE ASTM A615, GRADE 60. 3. UNLESS NOTED OTHERWISE, ALL LAP SPLICES SHALL BE CLASS B, IN ACCORDANCE WITH ACI 318-14. 4. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A_185. 5. WIRE MESH REINFORCEMENT MUST LAP ONE MESH SIZE AT SIDES AND ENDS AND BE WIRED TOGETHER. 1. 6. WELDED WIRE FABRIC SIDE LAPS SHALL BE STAGGERED TO AVOID FOUR MESH THICKNESS AT COINCIDING END LAP AND SIDE LAP LOCATION. 0 I CONTAINING THAN BY WEIGHT OF ADMIXTURE SHALL BE USED IN THE CONCRETE 7. NO CALCIUM CHLORIDE OR ADMIXTURES CONTA NG MORE T A 0.1 I"CHLORIDE 8. AT INTERSECTIONS OF REINFORCED CONCRETE WALLS, PROVIDE CORNER DOWELS OF SAME SIZE AND AT THE SAME SPACING AS THE SMALLER HORIZONTAL REINFORCING. DOWELS SHALL HAVE A CLASS B LAP WITH HORIZONTAL REINFORCING IN EACH DIRECTION. 9. PROVIDE DRILLED AND EPDXIED DOWELS OF SAME SIZE TO MATCH NEW REINFORCING WHERE NEW CONSTRUCTION ABUTS EXISTING CONCRETE CONSTRUCTION. LENGTH SHALL BE THE REQUIRED EMBEDMENT DEPTH PER THE ANCHOR BOLT/EPDXY MANUFACTURER PLUS A CLASS B LAP SPLICE FOR THE SIZE OF BAR. 10. PROVIDE CORROSION RESISTANT ACCESSORIES IN ALL EXPOSED CONSTRUCTION. 11. ALL KEYS IN CONCRETE WALLS SHALL BE 2 X 4 UNLESS NOTED OTHERWISE. 12. SEE ARCHITECTURAL, MECHANICAL, PLUMBING, FIRE PROTECTION, ELECTRICAL, SITE, SITE UTILITY AND EQUIPMENT DRAWINGS FOR CONCRETE PADS, SLEEVES, OPENINGS, RECESSES, AND BUILT-IN WORK IN CONCRETE ELEMENTS. 13. THE CONTRACTOR SHALL FURNISH, LOCATE AND INSTALL ALL ACCESSORIES FOR PROPER ANCHORAGE OF WOOD AND METAL FRAMING, WOOD BLOCKING, BRICK WORK AND MASONRY UNITS. HE SHALL BE SOLELY RESPONSIBLE FOR FURNISHING, LOCATING AND ENSURING PROPER QUANTITY OF ALL FASTENING DEVICES. 14. ALL CONCRETE TO REMAIN EXPOSED TO VIEW SHALL RECEIVE A SMOOTH RUBBED FINISH. 15. ALL CONCRETE CORNERS WITH BOTH SIDES EXPOSED TO VIEW SHALL BE SQUARE UNLESS OTHERWISE SHOWN OR NOTED. THE EDGE SHALL BE RUBBED, PRODUCING A SMOOTH, DENSE SURFACE WITHOUT PITS OR IRREGULARITIES. 16. PROVIDE CLEARANCE FROM EDGE OF REINFORCING TO EDGE OF CONCRETE AS FOLLOWS: FOOTINGS (AGAINST EARTH) 3" WALLS, (#5 AND SMALLER) 1 1/2" WALLS, EXTERIOR FACE (#6 AND LARGER) 2" SLABS (INTERIOR) 3/4" SLABS (EXTERIOR) 1 112" SLABS ON GRADE (W.W.F.) 1/3 X THK. FROM TOP SURFACE STRUCTURAL STEEL MATERIALS: STRUCTURAL STEEL ASTM A 36 ALL W SHAPES ASTM A 992, GR.50 BOLTS ASTM A325 ANCHOR BOLTS ASTM F1554, GRADE 36 WELDING ELECTRODE ASTM E 70 1. DESIGN, FABRICATION, AND ERECTION OF STRUCTURAL STEEL SHALL CONFORM TO CURRENT AMERICAN INSTITUTE OF STEEL CONSTRUCTION SPECIFICATION. 2. WELDING SHALL CONFORM TO THE CODE FOR "ARC AND GAS WELDING IN BUILDING CONSTRUCTION" OF THE AMERICAN WELDING SOCIETY. 3. ALL LOOSE BEAM LINTELS SHALL HAVE 8" MINIMUM BEARING. SEE ARCHITECTURAL JAMB DETAILS FOR LENGTHS. 4. FOR MISCELLANEOUS STEEL REFER TO ARCHITECTURAL DRAWINGS. 5. ALL WELDING SHALL BE DONE BY A CERTIFIED WELDER IN ACCORDANCE WITH A.W.S. STANDARDS. 6. CONNECTIONS: CONNECTIONS SHALL BE DESIGNED BY THE FABRICATOR AND CONSTRUCTED IN ACCORDANCE WITH THE LATEST EDITION OF THE A.I.S.C. MANUAL OF STEEL CONSTRUCTION. CONNECTIONS SHALL BE PROVIDED TO CONFORM TO THE REQUIREMENTS OF TYPE 2 CONSTRUCTION UNLESS OTHERWISE DETAILED. MINIMUM CONNECTION ANGLE THICKNESS SHALL BE 5/16". MINIMUM SHEAR PLATE IS 3/8". CONNECTIONS SHALL BE MADE USING 3/4" DIAMETER ASTM A325 BOLTS (SNUG TIGHT OR SLIP CRITICAL) OR WELDS, UNLESS NOTED OTHERWISE. IF TENSION CONTROL BOLTS ARE USED, CONNECTIONS SHALL BE DESIGNED FOR SLIP CRITICAL BOLT ALLOWABLE LOAD VALUES USING CLASS A FAYING SURFACE. USE LARGER OF 1/4" FILLET WELDS OR MINIMUM SIZE PER AISC REQUIREMENTS WHERE NO WELD SIZE IS SHOWN ON DRAWINGS. 7. SUBSTITUTION OF STRUCTURAL STEEL MEMBERS IS PERMITTED TO FACILITATE DELIVERY AT NO ADDITIONAL COST TO THE OWNER. SUBSTITUTED MEMBERS MUST BE OF'I HE SAME NOMINAL DEPTH AS THE MEMBER ORIGINALLY 1NDICAT ED AND HAVE A WEIGHT GREATER THAN THAT INDICATED. BEAM FLANGES MUST NOT INFRINGE ON ADJACENT ARCHITECTURAL ELEMENTS. 8. SPRAY -ON FIREPROOFING SHALL BE APPLIED TO ALL STRUCTURAL STEEL TO ACHIEVE REQUIRED FIRE RATING, UNLESS OTHER PROTECTIVE COATING IS INDICATED ON THE ARCHITECTURAL DRAWINGS. 9. EXISTING STEEL SURFACES TO RECEIVE FIELD WELDS SHALL BE THOROUGHLY CLEANED UNTIL FREE FROM PAINT, RUST, GREASE, ETC. 10. PROVIDE AN ELEVATOR HOIST BEAM AT EACH ELEVATOR. THE BEAM SHALL BE A W8X21 MINIMUM. COORDINATE WITH THE ARCHITECTURAL DRAWINGS. THE BEARING PLATE ON MASONRY WALLS SHALL BE A PLATE 3/4"X6112" MINIMUM WITH (2)-3/4" DIAMETER ANCHOR BOLTS SET INTO GROUTED MASONRY. 11. CONSTRUCTION MANAGER IS RESPONSIBLE TO COORDINATE THE ELEVATOR SHAFT DIMENSIONS WITH STRUCTURAL STEEL FABRICATOR. 12. STEEL CONTRACTOR SHALL PROVIDE SKETCHES FOR ALL CORRECTIVE FIELD WORK WHICH SHALL BE SUBMITTED TO THE ENGINEER OF RECORD FOR APPROVAL. ALL SKETCHES SHALL BE SIGNED AND SEALED BY THE STEEL FABRICATORS CONNECTIONS ENGINEER. METAL ROOF DECK 1. MATERIALS: TYPICAL METAL DECK SHALL BE 1 1/2" GALVANIZED WIDE RIB TYPE WITH NESTING SIDE SEAMS OF GAGE INDICATED ON THE DRAWINGS. DECK SHALL CONFORM TO "BASIC DESIGN SPECIFICATION" AS ADOPTED BY THE STEEL DECK INSTITUTE. 2. ATTACHMENT: METAL DECK SHALL BE POWER ACTUATED FASTENED TO SUPPORTING STEEL WITH HILTI X-EDN19 OR EQUAL SPACED NOT MORE THAN 12" ON CENTER WITH A 36/4 FASTENING PATTERN, UNLESS OTHERWISE NOTED ON THE DRAWINGS. SCREW METAL ROOF DECK TO STEEL MEMBERS PARALLEL TO SPAN OF DECK USING HILTI X-EDN19 FASTENERS SPACED AT 12" ON CENTER. WELDING OF THE ROOF DECK IS PROHIBITED. INTERMEDIATE SIDE CONNECTIONS SHALL BE MADE WITH #10 SELF TAPPING SCREWS. THE MAXIMUM SPACING OF SIDE LAP CONNECTIONS SHALL BE V-6", WITH A MINIMUM OF (4) SCREWS PER SPAN. FOR 3" DECK USE A MINIMUM OF (8) SCREWS PER SPAN. CONCRETE MASONRY MATERIALS: HOLLOW LOAD BEARING UNITS: ASTM C 90 (NET AREA COMPRESSIVE STRENGTH OF CMU UNIT = 2000PSI) MORTAR: (TYPE S) ASTM C 270 (COMPRESSIVE STRENGTH OF MASONRY ASSEMBLY, fm = 2000 PSI) GROUT FOR REINFORCED MASONRY: ASTM C 476 (COMPRESSIVE STRENGTH AT 28 DAYS = 2500 PSI) GROUT FOR REINFORCED MASONRY: ASTM C 476 SOLID LOAD BEARING UNITS: (GRADE N-1) ASTM C 145 CONCRETE BRICK: (GRADE N-1) ASTM C 55 1. WALLS INDICATED ON STRUCTURAL DRAWINGS ARE FOR REFERENCE ONLY. SEE ARCHITECTURAL DRAWINGS FOR LOCATION, THICKNESS AND COMPOSITION OF MASONRY WALLS. 2. ALL MASONRY WALLS SHALL CONTAIN THE FOLLOWING REINFORCING: 1-#5 VERTICAL BAR AT 32" ON CENTER. 246 VERTICAL BARS AT BOTH SIDES OF DOOR, WINDOW AND MECHANICAL OPENINGS 245 HORIZONTAL BAR MINIMUM ABOVE AND BELOW ALL WINDOW AND MECHANICAL OPENINGS AND ABOVE ALL DOOR OPENINGS. PROVIDE ADDITIONAL BARS ABOVE DOORS, WINDOWS AND MECHANICAL OPENINGS AS REQUIRED IN ACCORDANCE WITH LINTEL SCHEDULE ON ARCHITECTURAL DRAWINGS. 2-#5 HORIZONTAL AT TOP OF ALL WALLS, AND AT BOND BEAMS CONNECTED TO FLOORS AND ROOFS, UNLESS OTHERWISE INDICATED. 2 #6 VERTICAL BARS AT ENDS OF ALL WALLS, AND EACH SIDE OF CONTROL JOINTS. STANDARD LADUR TYPE DESIGN DUR_0_WAL HORIZONTAL REINFORCING @ 16" O.C. VERTICAL. SIDE WIRE SIZE SHALL BE #9 GAGE WIRE. 3. PROVIDE VERTICAL DOWELS FROM CONCRETE WALLS INTO ALL CMU WALLS. SIZE AND SPACING OF THE DOWELS SHALL MATCH THE VERTICAL REINFORCING AS SPECIFIED IN THESE GENERAL NOTES, UNLESS OTHERWISE NOTED ON THE DRAWINGS. DOWEL LENGTHS SHALL BE THE REQUIRED CONCRETE DEVELOPMENT LENGTH PLUS THE REQUIRED BAR LAP SPLICE LENGTH FOR MASONRY AS SPECIFIED IN THESE GENERAL NOTES. 4. ALL VERTICAL WALL REINFORCING SHALL BE CONTINUOUS FOR THE FULL HEIGHT OF MASONRY WALLS, INCLUDING THROUGH CONTINUOUS MASONRY BOND BEAMS UNLESS OTHERWISE INDICATED. 5. ALL GROUTING OF MASONRY WALLS SHALL BE ASSUMED TO BE COMPLETED BY LOW LIFT GROUTING METHODS. IF THE CONTRACTOR PROPOSES TO UTILIZE HIGH LIFT GROUTING METHODS THEY SHALL SUBMIT THEIR PROPOSED HIGH LIFT GROUTING PROCEDURE FOR REVIEW PRIOR TO STARTING ANY GROUTING ON THE PROJECT SITE. 6. REINFORCING ABOVE WINDOWS, DOORS AND MECHANICAL OPENINGS IN THE EXTERIOR WALLS SHALL BE IN A BOND BEAM COURSE ABOVE THE STEEL LINTELS PROVIDED AT THESE OPENINGS. BOND BEAMS SHALL EXTEND 2-0" BEYOND THE OPENING. 7. CELLS CONTAINING REINFORCING BARS AND ALL CELLS BELOW GRADE SHALL BE GROUTED SOLID. ALL OTHER CELLS SHALL REMAIN HOLLOW EXCEPT WHERE NOTED. THE CONTRACTOR SHALL NOT RUN CONDUIT OR PIPE IN CELLS CONTAINING REINFORCING. 8. ALL BOLTS OR ANCHORS SHALL BE SOLIDLY EMBEDDED IN MORTAR OR GROUT. IF BOND BEAM IS NOT LOCATED AT BOLT OR ANCHOR ELEVATION, PROVIDE LATH AND FILL CELL LOCALLY TO PROVIDE SUBSTRATE FOR BOLT OR ANCHOR. GROUT CELL ABOVE ALL MASONRY ANCHORS. 9. GROUT SOLID MASONRY FOR FULL HEIGHT OF WALL BELOW EACH LOOSE LINTEL AND PROVIDE #4 VERTICAL IN NEW OR EXISTING CORE. 10. GROUT SOLID MASONRY FOR TWO COURSES BELOW EACH BEAM BEARING EXCEPT AS NOTED. 11. PROVIDE CONTINUOUS GROUTED BOND BEAM WHERE MASONRY ANCHORS CONNECT CONCRETE MASONRY TO STEEL FRAMING. GROUT CELL ABOVE ANCHOR. 12. HOLLOW UNITS SHALL BE LAID WITH FULL MORTAR COVERAGE ON HORIZONTAL AND VERTICAL FACE SHELLS, EXCEPT THAT WEBS SHALL ALSO BE BEDDED IN ALL COURSES OF BEARING AND SHEAR WALLS, PIERS, COLUMNS AND PILASTERS, AND IN THE STARTING COURSE ON FOOTINGS AND SOLID FOUNDATION WALLS, AND WHERE ADJACENT TO CELLS OR CAVITIES WHICH ARE TO BE REINFORCED AND/OR FILLED WITH GROUT. 13. MORTAR PROTRUSIONS EXTENDING INTO CELLS OR CAVITIES TO BE REINFORCED AND/OR GROUTED SHALL BE REMOVED. 14. ALL MASONRY WALLS SHALL BE BRACED AT THE TOP WHERE MASONRY ENDS AT THE UNDERSIDE OF FLOOR OR ROOF CONSTRUCTION. REFER TO TYPICAL DETAILS. 15. ALL MASONRY WALLS THAT DO NOT EXTEND TO BOTTOM OF FLOOR OR ROOF STRUCTURE ABOVE SHALL BE BRACED AT THE TOP, UNLESS BRACED HORIZONTALLY BY COLUMNS OR INTERSECTING WALLS AT A MAXIMUM SPACING OF 11 FEET FOR 4" WALLS,17 FEET FOR 6" WALLS, 23 FEET FOR 8" WALLS, AND 33 FEET FOR 12" WALLS. THE ENDS OF THE WALLS MUST BE ANCHORED TO INTERSECTING WALLS BY EITHER TOOTHING OR MECHANICAL ANCHORS. THERE SHALL BE NO VERTICAL CONTROL JOINTS WITHIN THE HORIZONTAL SPAN OF THE WALL BETWEEN THE INTERSECTING WALLS. 16. SOLID UNITS SHALL BE LAID WITH FULL HEAD AND BED JOINTS. 17. COLLAR (VERTICAL LONGITUDINAL) JOINTS BETWEEN THE FACING AND BACKING WYTHES IN WALLS SHALL BE COMPLETELY FILLED WITH MORTAR OR GROUT AND WORKED IN WITH A TROWEL. 18. ALL INTERSECTING WALLS SHALL BE TIED TOGETHER IN MASONRY BOND UNLESS NOTED OTHERWISE. 19. MINIMUM DEVELOPMENT LENGTH AND SPLICE LENGTH OF MASONRY REINFORCING SHALL BE AS FOLLOWS: BAR SIZE DEVELOPMENT LENGTH SPLICE LENGTH JOINT REINFORCING 9" 12" #4 18" 24" #5 25" 30" #6 27" 36" #7 32" 42" 20. SUBMIT SHOP DRAWINGS INDICATING THE PLACEMENT OF ALL REINFORCING REQUIRED IN MASONRY WALLS. REFER TO SPECIFICATIONS FOR SUBMITTAL REQUIREMENTS. SHOP DRAWINGS SHALL INDICATE THE LOCATION OF ALL CONTROL JOINTS, AND THE REQUIRED LAP SPLICES FOR ALL REINFORCING. 21. SUBMIT SHOP DRAWINGS INDICATING THE PLACEMENT OF TOP OF WALL PARTITION ANCHORS AT ALL INTERIOR CMU WALLS. COORDINATE LOCATIONS WITH ARCHITECTURAL DRAWINGS. 22. PROVIDE AN ELEVATOR HOIST BEAM AT EACH ELEVATOR. THE BEAM SHALL BE A W8X21 MINIMUM. COORDINATE WITH THE ARCHITECTURAL DRAWINGS. THE BEARING PLATE ON MASONRY WALLS SHALL BE A PLATE 3/416112" MINIMUM WITH (2)-3/4" DIAMETER ANCHOR BOLTS SET INTO GROUTED MASONRY. UNDERPINNING NOTES 1. SUBMIT CALCULATIONS AND DRAWINGS PREPARED BY AN ENGINEER LICENSED IN THE STATE OF CONNECTICUT FOR THE UNDERPINNING WORK TO BE PERFORMED ON THE PROJECT. 2. EXCAVATE A MAXIMUM OF 5 FOOT LENGTHS FOR UNDERPINNING PIERS SPACED A MINIMUM OF 15 FEET ON CENTER A SINGLE STAGE OF WORK. INTERMEDIATE SECTIONS SHALL BE PERFORMED AS ADDITIONAL STAGES, UP2, UP3, ETC, AS INDIVIDUAL OPERATIONS. (SEE PLAN FOR STAGE INDICATION AND LAYOUT OF PIERS). EACH STAGE OF UNDERPINNING SHALL BE COMPLETED BEFORE THE NEXT STAGE BEGINS. 3. EXCAVATE TO DEPTH SHOWN ON DRAWINGS USING HAND METHODS AND SHEETING BOARDS AS REQUIRED TO PREVENT SLOUGHING OF THE SOIL INTO THE EXCAVATION. WHERE SOIL IS COHESIVE AND WILL CUT TO A VERTICAL EXCAVATION WITHOUT SLOUGHING, THE SHEETING INSTALLED MAY BE LIMITED TO THAT REQUIRED FOR SAFETY AND TO MEET THE LEGAL REQUIREMENTS OF WORKING IN AN EXCAVATION. DO NOT ASSUME THAT SHEETING IS NOT REQUIRED, UNLESS APPROVED BY THE ENGINEER BASED ON THE INITIAL EXCAVATION. PACK SPACES BETWEEN SHEETING BOARDS WITH GROUT TO PREVENT SOIL FROM SIFTING FROM BELOW EXISTING FOOTINGS. PROTECT SOIL BEHIND SHEETING FROM DRYING OUT BY WETTING OR COVERING WITH POLYETHYLENE. PLACE CONCRETE INTO PIT EXCAVATION THE SAME DAY AS EXCAVATION IS COMPLETED. 4. PLACE CONCRETE, 4000 PSI LOW SLUMP CONCRETE, IN SHEETING, OR TIGHT EXCAVATION IN THE CASE WHERE SOIL REQUIRES NO SHEETING TO REMAIN SOUND AND TIGHT AT EDGES OF EXCAVATION. STOP CONCRETE PLACEMENT 3 INCHES BELOW BOTTOM OF EXISTING FOOTINGS OR FOUNDATION BEING UNDERPINNED. AFTER 48 HOURS HAS ELAPSED, DRYPACK THE 3" GAP USING NON -SHRINK GROUT WITH ONLY ENOUGH WATER ADDED TO MAKE THE MATERIAL COHESIVE AND TO PROPERLY CURE THE MIX. PACK INTO VOID TIGHTLY FROM ACCESS SIDE USING A PIECE OF WOOD TO PACK TIGHTLY INTO SPACE. A MINIMUM OF 48 HOURS AFTER DRYPACKING IS COMPLETE, THE NEXT STAGE OF UNDERPINNING MAY PROCEED. 5. EXCAVATION SHALL PROCEED FROM ONLY ONE SIDE OF THE FOOTING/WALL BEING UNDERPINNED. USE EXTREME CARE IN THE REMOVAL OF SOIL TO AVOID DISTURBING THE ADJACENT BEARING SOIL AT EACH SIDE OF THE PIT BEING EXCAVATED. r--------- ---------------------EX.121316:5-(T.S.147.64`)-------------- I I --� I I I I I I I I I I I I I I I I I I I I 1 I I I I I I I I I I I I I 1 I 1 I + I I 1 Ir-----_r------------1-'-------------i------------ - --------- i I ! I 1 t I I I I I I I -- - - - - - -- t 1 EX.1 I I i 1 I 1 L-11 I O 1 1 p l' CD 1 71 i 1 X i X I m l WI 1 _� m d l L,,� O pl O + r w r l w ,- w o I I - --------- I i 1 X i r 1 1 1 w 1 1 ----EXy 10Jr9------- 1-------EX. 10Jr9 r------------ -------- ------------ L- - - - - - - - - - - - - - - - - - - - - - - - - - - - -I -------------- ,- I LL 00 ' 1 ' N X 00 m 1- U) - T XX 3 I I I I I I 1 I ' -----------------,- L-------------- �__I; �WF]1F�41'T/s 1:f7-QJ----------------- _ - _ - ----------------------- E . 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EX. 61 --- ----------------�- L--L- L--L--L --'r------------ TYPICAL r 1 EX.-i-64WF45- ----------- r ----- t---- -r---- II n PIN L--- - - - - --------------- - - - - -- QO 1 T I ` I ` J LINTEL L-1 N 1 W Vill «> I>m 101 ao ' I' X ell I I ' � m W I = i - - --EX._,A6- - _ _ _ _ _ _EX-1_6WE36 1 � - - - _ _ -------- -- I- ---------------- -------------------------------- I ' I ' I ' I 11'-10" 14'-0" UPPER FLOOR PLAN SCALE: 14' = 1'-0' c'v ' M ' m ' M ' I. 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I I EX FTG I 15'-0'X5'-0"X1'-4" _ r-- - - - -- I I I t------- I r I I , I I I I I B/F EL. 107.00' I I I I I I I I - i 1 I I I I I i L_ ' ,- .S I I I L- BF 110.67�`;. -1'```\ I I I I I I I I I 1 LI I T '' 1 I C6I BF 106 ,% 1 .67, f- 0 ,',' 1 I 1 1 I I I I I I I �Z, ,� - co, I I I 1 I I I I I (9 i�i � (D I C? , I I I I I I I I I co n; ' 0i L_J' 1� I I I 0 Q CD � ' I I I I I I I I 1 , p , , ",,� r 1 _J f I IL w iL iL ------- I LL BF 1Q6.67' I m m .; m co _r t-' 1- T BF 11 r----- 1 ' ��---- L--L--L-L--I---I---I---I---'-- -- - - zL7 - - - - - - -r- .6T ------ 1 - - - �- --------------- I----�- I------T- 1 1 t--------I----- -i -- , , I `--------_-- -IJ - - - - - - - - ._ - - - - - - - - - J - r r r n rl J.F'� _ - - �L- - LINTEL L-1 I I I I W l 1 CID of ( I I 1 U_1 co I I ,LL I I S200 II I co ( -- o � • I l l It___ 1 --------I r I / I m I I LL I I <L\ ILA\ 1 r-------------- LL I-------j I L00�i o0 I - t I L--- - _________I. 1----; -L _� -T- - - - - - - - --I ,�,I-J---1----- r- BF 107.2511 1 ,, 1 I CUT DOWN PORTION L - %' r I OF COLUMN FOOTING r EX. FTG L BF 108.25 1 WITHIN ELEVATOR PIT. '--� I 1 5'-6'X5'-6"X1'-6" EX. FTG ___ r--r- DO NOT OVERCUT 1 I B/F EL.107.67 (V.I.F.) 6 OX6'-0 X1 6 B/F EL.109.58' BF 109.25'1 I I I 1 --- ----------- - - -J'' ' I , IL I I.__________________________ __11II I I NI ------------ 1 Y , 1 I I of co I ' I � 1 LOWER FLOOR PLAN SCALE: -14" = 1'-0" S'IOO Project Tide: Revision: Description: Date: Revised By: Drawing Title: Date: Drawing Number.• South Windsor Town Hall SILVER / PETRLICELLI +ASSOCIATES s o� ry s Fa , - - - - ��•��tGd-� C©Ni��'r1*/ JULY �t7, 2020 Architects /Engineers In Designers H : • : -MHAI . Q� Partial Floor and Roof scale: Elevator enovations *== �_ Michael Horton AS NOTED � _ Associates Inc. Drawn By: S100 3190 Whitney Avenue, Hamden, CT 06518 2340 •,{'�� o �� Consulting Structural Engineers Plans AC f 1540 Sullivan Avenue -.,s .oNA,� �NG?�.%' Branford, Connecticut 06405 F 1VS 151 Meadow Street 4 Tel. 203 230 9007 Fax. 203 230 8247 9 ` outh Windsor Connecticut 06074 203-481-8600 mha-enState Project Number: 49.Proj4tN�ber SOR' COe silverpetrucelli. Dom ) �t9.�(82 +8'-6" +4'-0" Iynf �Vn� . EXISTING PIT FOUNDATION TO BE REMOVED I DEMO STING SN,4B I I I I I I i1LOWER FLOOR EL. 111'-8" (V.I.F.) —i � — �-y---- ------ - a 1 x tip• 1 � Q I rr I x I 0 • �o C H I EXISTING WALL I -' ON GRADE 2'-0" AT 12" O.C. F N NEW SLAB ON GRADE REFER TO PLAN SAWCUT EXISTING SLAB EXISTING SLAB ON GRADE ----L TO REMAIN ------ w REFER TO ARCH L DRAWINGS FOR NEW , IT DIMEN IONS ( AND FOOTING ,'`: TO REMAIN Fw- I I z I I #4 AT 12" O.C. — — — 1 I CONT. BENTONITE I I a O FWATERSTOP #4 AT 12" O.C. U I I FIELD VERIFY I I o I CONY.-BENTDNI-TE i TOP OF EXISTING i i #5 AT 12" O.C. • WATERSTOP FOOTING % ` . W TOP AND BOTTOM FI FV. PIT EL. 107'-8" (V.I.F.) a a a d ° ° Qd .a • a ao. °: a ° c v d ° a e d i a' a c ------ ° a . -=--------=---==------ --- . 8" 8" (2)-#5 CONT. B/FTG EL. 106.33' #5X2'-6" AT 12" O.C. MATCH TOP OF DRILL AND EPDXY EXISTING FOOTING HILT] HIT-HY-200 ADHESIVE (8" EMBED) SECTION Scale: 3/4" = V-0" EXISTING SLAB ON GRADE (2)-3/4"0 A325 TO REMAIN BOLTS IN HORIZ. SLOTTED HOLES 1" DRYPACK ---------------- i � I O WELD PER AISC SPECIFICATIONS u tom_= LNFW;TFFI BEAM REFER TO PLAN EXISTING STEEL L5X3 1/2X5/16X0'-6" BEAM TO REMAIN 1 /4" TYPICAL BEAM CONNECTION NEW TO EXISTING Scale: 3/4" = V-0" (4)-5/8"0 THREADED ROD - WITH HILT[ HY270 ADHESIVE MIN. 6" EMBED I I i P I I• � I 3/8" SHEAR PLATE WITH . •" i (2)-3/4"0 A325 BOLTS I I I IN HORIZONTAL SLOTTED HOLES II II GROUT 2 CORES SOLID i i i I'" EXISTING MASONRY AT BOLT LOCATIONS I 1 1 1 WALL TYPICAL BEAM CONNECTION PLATE AT EXISTING CMU Scale: 3/4" = V-0" VERTICAL (FULL HEIGHT) BARS IN utluu I 1-ILLr-U I.CCIELLJ, 1 T t- H I MALL ENDS AND CORNERS. HORIZONTAL BARS IN GROUT---\ HORIZONTAL BARS IN GROUT FILLED BOND FILLED BOND BEAM BEAM BLOCK (ABOVE AND BELOW ALL CONTINUOUSLY AT OPENINGS.) PROVIDE ABOVE STEEL LINTELS, cTRI pi 1RAL L Y Cnmmr:rTEn WHERE REQUIRED. ROOF AND FLOOR LEVELS AND AT VERTICAL BARS (FULL HEIGHT) IN TOP OF WALL GROUT FILLED CELLS, TYP. AT BOTH SIDES OF ALL WALL OPENINGS. ANCHOR WALL TO FLOORS ExTp.In BARc 0'-0" BEYnnln EDGES AND ROOFS PER SECTIONS 8, OPENINGv L-v DETAILS I I 9 WIRE LADDER TYPE 2'-0" HORIZONTAL REINFORCING (TYP-) @16" O.C. OPENING OP NG - CONTINUOUS REINFORCING IN TOP OF FOUNDATION WALL. OWEL FROM FOUNDATION WALL IN GROUT FILLED CELLS. (SEE TYP.CMU WALL BASE DETAILS) TYPICAL CMU WALL REINFORCEMENT DETAIL NOTE: REFER TO CONCRETE MASONRY GENERAL NOTES FOR WALL REINFORCING REQUIREMENTS. II ; =-JI E ]STING TO� BE REMOVED I I I I ;II II II II I I = II II I I MAIN FLOOR —T- �— 1— — �, �1 . L. ..5 tL. I1—U t--, I IT— I I 1 1 ('=-JI F--------- I I I I � ii ii I I LL I I L I T — — J 11 II I I 1 1 I NEW CMU WALL J --1 I REFER TO GENERAL 1 1 1 1 I NOTES FOR REINFORCING =-Ji ; T= _ _J I I I I I I I I 1 I I I I I I I I I I I n I I I I I I MASONRY ANCHORSANCHORS END OF WALL REINF.I III I( I� NEW COLUMN AT EA SIDE OF C.J. l fJ� ANCHORS AT COLUMNS CORNER BAR TO — MATCH BOND BM REINFORCING SECTION Scale: 3/4" = T-0" GROUT SOLID FOR FULL HEIGHT AT REINFORCING END OF WALL REINF LOCATIONS (TYP) END OF WAI I REINF• (1) #6 FULL HT TO — AT EA SIDE OF C.J. U BOTTOM OF LINTEL — C.J. ENDS OF WALLS ENDS OF WALLS (AT STEEL LINTEL BEARINGS) OPENINGS W/ BOND BM LINTELS -END OF WALL REINF. END OF WALL REINF. CORNERS (BOND BEAMS) INTERSECTIONS INTERMEDIATE CORNERS C.J. LOCATIONS (SHEAR WALLS) TYPICAL CMU REINFORCING PLAN DETAILS NOTES: NOT TO SCALE 1. REINFORCING DETAILS APPLY TO ALL CMU WALLS. FOR ACTUAL REINFORCING REQUIREMENTS, REFER TO GENERAL NOTES ON DRAWINGS 2. PROVIDE DOWELS FROM CONCRETE FOUNDATIONS TO CMU WALL ABOVE. SIZE AND NUMBER TO MATCH WALL REINFORCING. EXISTING SLAB ON DECK TO REMAIN 1"DRYPACK NEW PLATE FOR BEAM BEARING. REFER TO DETAIL 5/S200 L I` ='Jl I I I I �_, I I I I -J TOP OF EX. DECK J == I I I I II =-Jj ===:[ I I II L�=J f = -I I I I �__J I I I I II II =J IEXISTING CMU I I I I WALL - TO REMAIN L f =; II II II II II II _J f=Lr===44 NEW STEEL BEAM J 1 1 REFER TO PLAN_ EXISTIN( (NOTE: BEAM INSTALLATION I I TO BE R MUST BE COMPLETE �___ FULL HE PRIOR TO COMMENCING � 1 1 1 1 WITH DEMOLITION) L5X3 1 /2X5/16 NEW LINTEL L-1 REFER TO PLAN CY AACT41 (2)-1/4"-12 SCREN INTO METAL DEC PARTITI( ANCHOI AT 48"0 NEW HOIST BEA COORD. WITH ELEVATOR MANUFACTURE, 0 0 1)/2' o TYP. O O I I I I I I EXISTIING STEEL�BEAM TO REMAIN PENDING ELEVATOR CLEARANCE I I I I I I I I I I I \LL h I WED I I r I I I I I I I I I I I I I IVEIVV CMU VVALL REFER TO GENERAL NOTES FOR REINFORCING I I I I COORD. OPENING — HEIGHT WITH ARCH'L DRAWINGS, TYPICAL .qFC.TIC�N .., r_ ♦/ ■ ■ V ■Im Scale: 3/4"= T-0" lE STOP PER CH'L. DRAWINGS aHT TO DECK OFILE TYPICAL TOP OF WALL MASONRY ANCHORAGE TO STEEL NOTE: APPLIES TO INTERIOR WALLS ONLY. EXISTING ROOF DECK TO REMAIN REFER TO TYPI AL TOP OF WALL MASONRY ANC OR TO STEEL DETAIL 1 I 1 I I _ I r- —i I I I I I 1 I kr=+= I II I II I I I I 1 I II I rr = 1 1 1 1- 11 11. I 1 EXISTING FACE I I I OF BUILDING rr i II II TO REMAIN I I II II I_ _ II I II I I I I I II I II I I I * I I I I II II I I I I 1 L--__---------- II II _ ---------------- II IF II II------------------ L'L'----------------- _5X3 1 /2X5/16 NEW LINTEL L-1 REFER TO PLAN Project Title: Revision: Description: Date: Revised By. ��®`q� `Q f 11 I �>�r', Drawing Title: Date: DrawingNumber: �O�" SFq South Windsor Town Hall t SILVER / PETRLICELLI + ASSOCIATES _ _ _ _ f. �, JULY -9, 2020 Architects /Engineers /Interior Designers '•'r� ; �_ V 1HAI l Sections Scale: = i Michael Horton a►s no-rsu 00 ElevatorRenovations : � � _ Associates Inc. DmwnBy. 3190 Whitneyvenue Hamden CT 06518 2340S200 EHs� g g AC 1540 Sullivan Avenue Y =,, s % o= i aowsceet lEn Engineers i. t 1 Tel. 203 230 9007 Fax. 203 230 8247 %//J/NAi E:��t,�� Branford, Connecticut 06405 � Project Number. °SOR•C° South Windsor Connecticut 06074 _ /f„,%, 203-481-8600 niba-eng.com State Project Number: sll verpetrucelli. com ) 49,482 EXiST1NG STRUCTURE I. THE CONTRACTOR SHALL REPLACE EVAPORATORS IN COOLERS, FREEZER, AiR COOLED ROOF MOUNTED CONDENSING UNITS, REFRIGERANT PiPiNG 8 ASSOCIATED CONTROLS AND POWER CIRCUITRY AS INDICATED. 2. THE CONTRACTOR SHALL WARRANTY THE WORK PERFORMED UNDER THiS CONTRACT, INCLUDING MATERIAL AND LABOR FOR A PERIOD OF ONE (1) YEAR AFTER COMPLETION OF PROJECT UNLESS STATED OTHERWISE. 3. THE CONTRACTOR SHALL OBTAIN ALL REQUIRED PERMITS AND ARRANGE FOR ALL REQUIRED INSPECTIONS IN ACCORDANCE WiTH ALL STATE AND LOCAL GOVERNING AUTHORITIES. 4. ALL WORK SHALL BE PERFORMED BY LICENSED WORKMEN 1N ACCORDANCE WiTH ALL LOCAL, STATE, AND NATIONAL CODES AND REGULATIONS WHICH MAY APPLY. 5. SUBSTITUTION OF SPECIFIED EQUIPMENT 1S SUBJECT TO THE OWNER'S AND ENGINEER'S REVIEW AND ACCEPTANCE. 6. THE CONTRACTOR SHALL VERIFY ALL MANUFACTURER'S CATALOG NUMBERS WiTH MANUFACTURERS FOR CURRENT CONFIGURATIONS AND FUNCTIONS. 7. BEFORE SELECTING MATERIALS AND/OR EQUIPMENT AND PROCEEDING WiTH THE WORK, INSPECT ALL AREAS TO INSURE SUITABILITY, FiT, CLEARANCES, AND INTERCONNECTIONS. 8. PROVIDE THE OWNER WiTH WRITTEN MANUFACTURER'S WARRANTIES FOR EQUIPMENT AND MATERIALS FURNISHED. 9. THE CONTRACTOR SHALL PROVIDE ALL NECESSARY RiGGiNG TO PROPERLY SET, RELOCATE AND INSTALL EQUIPMENT. 40. THE CONTRACTOR SHALL ALSO BE RESPONSIBLE FOR OBTAINING WARRANTIES FROM EQUIPMENT MANUFACTURERS FOR SUBMISSION IN DUPLICATE FORM TO THE OWNER. 11. THE CONTRACTOR AND SUBCONTRACTORS SHALL PROVIDE ALL ITEMS, COMPONENTS AND PARTS NECESSARY TO MAKE THE INSTALLATION COMPLETE AND FULLY OPERABLE. THE WORK SHALL CONFORM, 1N GENERAL, TO THE LAYOUT SHOWN ON THE DRAWINGS BUT THE CONTRACTOR SHALL, WiTH THE OWNER'S APPROVAL, MAKE ALL NECESSARY ADJUSTMENTS IN THE LOCATION OF REFRIGERANT PIPING, EVAPORATORS, AND CONDENSING UNITS TO MEET THE SPECIFIC JOB CONDITIONS WITHOUT EXTRA COST TO THE OWNER. 12. SUBMIT ALL NECESSARY, SHOP DRAWINGS, DIAGRAMS AND COORDINATION DRAWINGS TO ACCURATELY DOCUMENT THE WORK TO BE PERFORMED FOR APPROVAL BY THE ENGINEER. PROVIDE OPERATING AND MAINTENANCE INSTRUCTIONS FOR ALL EQUIPMENT AND SYSTEMS INSTALLED UNDER THiS CONTRACT. SHOP DRAWINGS SHALL SHOW REFRIGERANT PiPiNG ROUTING, SIZES, FITTINGS, EVAPORATORS, CONDENSING UNiT, ETC. CONTRACTOR SHALL SUBMIT TO OWNER ALL APPROVED SHOP DRAWINGS AND SUBMITTALS FOR ALL EQUIPMENT PRIOR TO INSTALLATION. 13. ALL WORK SHALL BE INSTALLED 1N A NEAT AND WORKMANLIKE MANNER AND SHALL BE SUBJECT TO THE APPROVAL OF THE OWNER'S REPRESENTATIVE. 14. BEFORE CLOSURE OF PROJECT, THE CONTRACTOR SHALL PROVIDE A COMPLETE SET OF PRINTS, LEGIBLY MARKED 1N RED PENCIL, TO SHOW ALL CHANGES FROM THE ORIGINAL PLANS TO REFLECT AS -BUILT CONDITIONS. 45. DISPOSE OF ALL MATERIALS REMOVED OFFSITE 1N A LAWFUL MANNER OR RELOCATE AS DIRECTED BY OWNER. 46. CONTRACTOR SHALL PROVIDE SERVICE AND OPERATING CLEARANCE ON ALL PROPOSED EQUIPMENT. 17. CONTRACTOR SHALL REMOVE AND REPLACE CF-11-ING TILES AS NECESSARY TO PROVIDE ACCESS FOR INSTALLATION OF REFRIGERANT SYSTEM AND ALL ASSOCIATED COMPONENTS. 18. CONTRACTOR SHALL PROVIDE SEISMIC RESTRAINT AS REQUIRED FOR PiPiNG, EQUIPMENT AND CONDUIT. SUBMIT SEISMIC CALCULATIONS BASED ON COORDINATED DRAWINGS, PLANS AND MOUNTING DETAILS SIGNED AND SEALED BY ENGINEER LICENSED IN CONNECTiCUT. REFRIGERANT NOTES SYMBOL LEGEND -A- GLOBE VALE S DOORUNDERCUT. M� MOTORIZED DAMPER BY IONS ANGLE GLOBE VALVE I -*- RETURN GRILLE ® ORDE AiR �T UP OR Q -ice- TWO WAY MOTORIZED TO THERMOSTAT/SENSOR Q SUPPLY OR OUTSiDDE AiR CONTROL VALVE DUCT DOWN THREE WAY MOTORIZED CONTROL VALVE OP PRESSURE SENSOR RETURN OR EXHAUST DUCT UP OR CRG/CRR -- CHECK VALVE DIRECTION OF FLOW ®/ RETURN OR EXHAUST DUCT DOWN HOSE END DRAiN VALVE WiTH CAP O METER r-�-� FLEXIBLE CONNECTION AND CHAIN OS $ Y DA. OR DIAMETER RECTANGULAR TO ROUND TRANSITION SAFETY RELIEF VALVE OR 4 THERMOMETER TRANSITION (PRESS. S TEMP.) DRAIN VALVE W/ -� HOSE COUPLING -0 - PIPE TEE, OUTLET UP DUCT WORK, DIRECTION OF FLOW W/CAP ] CAP ® POSITIVE PRESSURE DUCT PIPE ELBOW, TURNED UP PiPE CONNECTION , ) PiPE TEE, OUTLET DOW ® NEGATIVE PRESSURE DUCT BOTTOM �- PiPE CONNECTION TOP HW&- HOT WATER SUPPLY R CHANGE OF ELEVATION, RiSE (R) DROP (D) -� PiPE COUPLING (JOINT) HWR- HOT WATER RETURN DOUBLE LiNE LINED DUCT WORK ELBOW, 90 RS REFRIGERANT SUCTION SINGLE LiNE LiNED DUCT WORK C PiPE ELBOW, RL REFRIGERANT LIQUID -► DIRECTION OF SUPPLY OR TURNED DOWN OUTSIDE AiR PIPE TEE POINT OF CONNECTION DIRECTION OF RETURN OR EXHAUST AiR FiRE DAMPER W/ ® ® RETURN OR EXHAUST COl AiR TERMINAL UNiT FD/AD ACCESS DOOR DUCT UP _ CALIBRATED BALANCING VALVE ®® SUPPLY OR OUTSIDE AiR SMOKE DETECTOR iN DUCT (F1BO) DUCT UP A. GENERAL 4. REFRIGERANT PiPiNG INDICATED iS SCHEMATIC ONLY. SiZE PiPiNG AND DESIGN THE ACTUAL PiPiNG LAYOUT PER MANUFACTURER'S REQUIREMENTS. COORDINATE WITH EXISTING CONDITIONS. INCLUDE OiL- TRAPS, DOUBLE RISERS, SPECIALTIES, PiPE AND TUBE SiZES, ETC. TO ENSURE PROPER OPERATION AND COMPLIANCE WiTH WARRANTIES OF CONNECTED EQUIPMENT. 2. CONTRACTOR SHALL COMPLY WiTH ASME B31.5 REFRIGERATION PiPiNG. 3. CORE DRiLL FLOOR PENETRATIONS AS REQUIRED. PROVIDE FiRESTOPPiNG AT ALL PENETRATIONS OF RATED STRUCTURES. 4. REFRIGERANT SHALL BE COMPLIANT WiTH ALL NATIONAL LAWS AND SHALL BE OF TYPE THAT iS ENVIRONMENTALLY SAFE AND APPROVED BY THE AHJ. B. SYSTEM CHARGING 4. NITROGEN PURGE SYSTEMS PRIOR TO CHARGING TO REMOVE MOISTURE, ACIDS, PARTICLES AND OTHER CONTAMINANTS. CHARGE SYSTEM USiNG THE FOLLOWING PROCEDURES: A. INSTALL CORE IN FILTER -DRYER AFTER LEAK TEST BUT BEFORE EVACUATION. B. EVACUATE ENTIRE REFRIGERANT SYSTEM WiTH A VACUUM PUMP TO A VACUUM OF 500 MICROMETERS. iF VACUUM HOLDS FOR 42 HOURS, SYSTEM 1S READY FOR CHARGING. C. BREAK VACUUM WiTH REFRIGERANT GAS, ALLOWING PRESSURE TO BUILD UP TO 2 PSiG. D. CHARGE SYSTEM WiTH A NEW FiLTER-DRYER CORE IN CHARGING LiNE. PROVIDE FULL -OPERATING CHARGE OF REFRIGERANT AND LUBRICATING OIL. 2. TEST AND INSPECT REFRIGERANT PiPiNG ACCORDING TO ASME B34.5, CHAPTER V1. 3. TEST REFRIGERANT PiPiNG, SPECIALTIES, AND RECEIVERS. ISOLATE AND SEPARATELY TEST COMPRESSOR, CONDENSER, EVAPORATOR, AND SAFETY DEVICES. 4. TEST HiGH- AND LOW-PRESSURE SiDE PiPING OF EACH SYSTEM AT NOT LESS THAN THE LOWER OF THE DESIGN PRESSURE OR THE SETTING OF PRESSURE RELIEF DEVICE PROTECTING HiGH AND LOW SiDE OF SYSTEM. A. SYSTEM SHALL MAINTAIN TEST PRESSURE AT THE MANIFOLD GAGE THROUGHOUT DURATION OF TEST. (42 HRS) B. TEST JOINTS AND FITTINGS BY BRUSHING A SMALL AMOUNT OF SOAP AND GLYCERINE SOLUTION OVER JOiNT. C. FiLL SYSTEM WiTH NITROGEN TO A TEST PRESSURE OF 450 PS1G. D. REMAKE LEAKING JOINTS USiNG NEW MATERIALS, AND RETEST SYSTEM UNTiL SATISFACTORY RESULTS ARE ACHIEVED. S. ADJUST THERMOSTATIC EXPANSION VALVE TO OBTAIN PROPER EVAPORATOR SUPERHEAT REQUIREMENTS. 6. ADJUST HiGH-AND LOW-PRESSURE SWITCH SETTINGS TO AVOID SHORT CYCLING iN RESPONSE TO FLUCTUATING SUCTION PRESSURE. 7. PERFORM THE FOLLOWING ADJUSTMENTS BEFORE OPERATING THE REFRIGERATION SYSTEM, ACCORDING TO MANUFACTURER'S WRITTEN INSTRUCTIONS: A. CHECK COMPRESSOR OiL LEVEL. B. OPEN COMPRESSOR SUCTION AND DISCHARGE VALVES. C. OPEN R P-PRIGERANT VALVES, EnCEPT BYPASS VALVES THAT ARE UScD FOR OTHER PURPOSES. D. CHECK COMPRESSOR -MOTOR ALIGNMENT, AND LUBRICATE MOTORS AND BEARINGS. SUPERSTRUT #704-3/4' ,, SUPERSTRUT 11 #AB-244 SQUARE WASHER (1/4' X 1-1/2' SQ.) NEOPRENE GASKET 3/8' ROD SUPERSTRUT #704-3' MiN. SUPERSTRUT #E-445 HEX NUT NOT ALL PiPiNG 1S SHOWN. TRAPEZE HANGER ASSEMBLY 3 SCALE: N.T.S M 1 WALL REFRIGERANT PiPiNG, CONTROL CONDUIT AND CONDENSATE ATTACHED TO UNiSTRUT W/CONDUIT CLAMPS. UNiSTRUT 4-5/8' X 4-5/8' X 12G GALV. V-0' O.C. MAX. W/5/46' D1A. X 4-4/2, HiLT1 HX SLEEVE A ANCHORS. SEE NOTES BELOW. NOTES: 1. USE STAINLESS STEEL ANCHORS INTO CONCRETE. USE CARBON STEEL ANCHORS INTO BRICK OR MASONRY. USE TOGGLE BOLTS iN STUD WALLS. 2. ANCHOR TO BE INSTALLED 1N 5/46' DiA. HOLES DRILLED WiTH H1LTi CARBIDE TiPPED DRILL SITS. ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. WALL MOUNTED TRAPEZE ASSEMBLY 2 SCALE: N.T.S M'f GENERAL NOTES: 1. PROVIDE FACTORY INSTALLED CiRCUiT BREAKER DISCONNECT SWITCH INSIDE EACH COMPRESSOR CONTROL PANEL SIZED FOR LOAD(S). 2. EQUIPMENT SHALL BE PROVIDED BY SiNGLE SOURCE SUPPLIER, SINGLE MANUFACTURER INCLUDING SPECIALTIES AND CONTROLS. 3. CONTRACTOR TO VERIFY REEFRiGERANT PiPiNG SiTE WiTH EQUIPMENT MANUFACTURER. 4. COMPRESSORS/CONDENSER ASSEMBLIES TO BE WiTH FACTORY INSTRUCTION MANUAL. S. CONTRACTOR TO SUBMIT COORDINATED SHOP DRAWINGS INCLUDING EQUIPMENT POWER AND CONTROL WiRiNG DIAGRAMS, COORDINATED PiPiNG AND CONDUIT DIAGRAMS AND ROUTING PLANS. CONTRACTOR SHALL SUBMIT TO OWNER ALL APPROVED SHOP DRAWINGS AND SUBMITTALS FOR ALL EQUIPMENT PRiOR TO INSTALLATION. 6. PROVIDE 5-YEAR COMPRESSOR WARRANTY FOR PARTS/LABOR AND FACTORY START-UP ON EACH SYSTEM. FIRESTOPPING N(C)TES: 1. PROVIDE FiRESTOPPiNG PER. ASTM E-814 E UL 4479 RATING. MECHANICAL NOTES: 1. PROVIDE EVAPORATOR, REFRIGERANT PiPING, FITTINGS, AS REQUIRED FOR A COMPLETE AND OPERABLE REFRiGERATTION SYSTEM. 2. CORE DRILL HOLES AS REQUIRED. PATCH AROUND TO MAINTAIN EXISTING FLOOR RATING. 3. PATCH AND REPAIR ANY OPENINGS LEFT FROM DEMOLITION PHASE. SEAL PiPiNG AND CONDUIT PENETRATIONS WATER TiGHT. 4. PROVIDE PiPE SLEEVES FOR: REFRIGERANT PiPiNG PENETRATIONS OF PARTITIONS AND WALLS. SEAL PENETRATIONS. PROVIDE FiRESTOPPiNG AT PENETRATIONS OF RATED WALLS. SEAL PENETRATIONS. SEQUENCE OF OPERATION (REFRIGERATION CYCLE) 1. SYSTEM SHALL OPERATE ON FACTORY FURNISHED CONTROLS TO CYCLE COMPRESSORS, EVAPORATOR FANS, AND CONDENSER FANS TO MAINTAIN ROOM TEMPERATURE SETPOiNT ON CALL FROM THE THERMOSTAT. DUCTLESS SPL17 SYSTEM SCHEDULE NOMINAL NOMINAL CFM EAT AMBIENT ELECTRICAL REFRIGERANT LINES MANUFACTURE AREA COOLING HEATING AiR TEMP REMARKS: MODEL SERVED CAPACITY CAPACITY (DB/WB) SYMBOL (BTU/H) (BTU/H) ( F) VOLTS PH MCA MOCP LQ (1N) SUCT (iN) TYPE AC-1 MiTSUBiSHi ELEVATOR MACHINE ROOM 48,000 22,000 425 90/73 - - - - 208 1 4.0 - - - 4/4 4/2 R440A 4,2,3,4 PKA-A48HA7 MITSUBISHI R410A CU-1 PUZ-A48NKA7 ---- ---- ---- 1 90 ---- 95 208 1 1/4 1/2 5,6,7,8 4. PROVIDE WiTH WALL MOUNTED MITSUBISHI ROOM CONTROLLER, #PAR-32MAA. 2. CONTRACTOR TO VERIFY PiPE ROUTING WiTH WORK OF OTHER TRADES. CONTRACTOR TO VERIFY REFRIGERANT PiPE SiZES WiTH MFGR. PRIOR TO ORDERING EQUIPMENT. 3. CONTRACTOR SHALL FiELD SUPPLY INTERCONNECTING CABLE BETWEEN OUTDOOR CONDENSING UNiT AND INTERIOR EVAPORATOR UNiT. 4. PROVIDE WiTH MICRO -BLUE CONDENSATE PUMP, #X85-003 AND FASCIA KiT #T48-046. DRAIN TO NEAREST CODE ACCEPTABLE LOCATION. 5. PROVIDE WiTH LOW AMBIENT HOOD KiT WiTH ASSOCIATED WiND BAFFLES. 6. PROVIDE WiTH LOW AMBIENT KiT. CONTRACTOR TO VERIFY REFRIGERANT PiPE SiZES WiTH MFGR PRIOR TO ORDERING. 7. PROVIDE WiTH SNOW/HAIL GUARDS KiT. 8. PROVIDE WITH BASE PAN HEADER KiT. a O O p a v o a� o r, o a p o a n o • o n� o a• o p a p • o p • • o nD O. p 9 0 o O O O a O O • Q P • O • o• p O• O O ®O O O O . METAL DECK HANGER BOLTS CONCRETE DECK INSERTS EXPANSION INSERTS I �� BEAM CLAMPS NOT PERMITTED END ATTACHMENTS TO BE SAME AS LARGEST HANGER ROD WELDING PROCEDURE TO BE SUBMITTED FOR REVIEW SUPPLEMENTAL STEEL INTERMEDIATE ATTACHMENTS ONE SiZE LARGER THAN LARGEST HANGER ROD SQUARE STEEL WASHER PLATE. TYPICAL BACK TO BACK STRUCTURAL SHAPES W/SPACERS WELDED AT 24' INTERVALS TWO HANGER RODS MAXIMUM BETWEEN STRUCTURAL ATTACHMENT PIPE HANGER ATTACHMENT DETAIL SCALE: NTS _Lc CU-4, MOUNTED ON CONCRETE HOUSEKEEPING PAD PER MFGR RECOMMENDATIONS. CORE DRILL AS REQUIRED. PATCH INTERIOR/EXTERIOR WALL TO MATCH EXISTING WALL CONSTRUCTION AND RATING. � LiQUiD LiNE, ? SUCTiON,- CONTROL WiRiNG AND 2' CONDENSATE DRAIN, CONTRACTOR TO VERIFY REFRIGERANT PiPE SiZES. SUPPORT AS REQUIRED 0 EL-EV. O ELEV. MACH. ROOM 2" CONDENSATE - DRAIN ELEVATOR LOBBY I AC �-4, M� OUNTED MEGi-t��1CAL ROOM PROGRAMMABLE WALL MOUNTED CONTROLLER LOWER FLOOR PLAN SCALE: R4' = 4'-0' M'( 0 ME• Project Title: Revision: Description: Date: Revised By. Drawing Titic. ;,Ste: DrawingNwnber o�N S�� South Windsor Town Hall SILVER / PETRLICEILLI +ASSOCIATES _ - _ _ _ _ �oF ��o , j `����«UttSa��r+1rUU iJULY 17, 2020 "_ '�' N` MECHANI"Al" HVAC -_ L Architects /Engineers /Interior Designers ', ` 1'' to . `�, ���o� . v� �' %• *', scale: 1 3190 Whitney Avenue Hamden CT 06518-2340�, •'`'� 4' B ator enovations y _ , r i Dtawn .. K One Post Hill Place New London CT 06320 �,,�'r r�o �aa�o y ELEVATOR MACHINE� c i .2 r r MZ {. , r, 1540 Sullivan Avenue M I �r, t, ,r o".�. �- - --- �1� Tel. 203 230 9007 Fax. 203 230 8247 '. -- • ,. •. ',, �'� Prglcct Number '•4��R.tL� South Windsor, Connecticut 06074 silve etrucelli.com ---- ___ f,�,, ;,',�' ROOM PART PLAN � .?tltit►1.� 49.482 Project Title: 1�S,0R C� I ER T ER ELECTRICAL LOITER DEMOL1710N FLAN SCALE: 1/4" = 1'-0° South Windsor Town Hall Elevator Renovations 1540 Sullivan Avenue South Windsor, Connecticut 06074 19 CORRIDOR ELEVATOR LOBBY ELECTRICAL MAIN FLOOR DEMOL1TiON FILAN 2 SCALE: 4/4" = 1'-0" E-'f ELECTRICAL UPPER FLOOR DEMOLITION FLAN 3 SCALE: '14" = 4'-0" . DEMOLITION DRAWING NOTES DEMOL1T10N ABBREVIATIONS O APPROXIMATE LOCATION OF EXISTING ELEVATOR DISCONNECT SWITCH RATED FOR 60 AMP, ER EXISTING TO REMAIN. 120/208V-3P TO BE REMOVED. R TO BE REMOVED. UNLESS OTHERWISE NOTED, DISCONNECT AND REMOVE O APPROXIMATE LOCATION OF EXISTING ELEVATOR HYDRAULIC TANK PUMP AND ELEVATOR ASSOCIATED WiRiNG AND CONDUIT BACK TO SOURCE. MOTOR TO BE REMOVED. O APPROXIMATE LOCATION OF EXISTING ELEVATOR CONTROLLERS CABINET TO BE REMOVED. RR TO BE REMOVED AND RELOCATED. EXTEND WiRiNG AND CONDUIT TO NEW LOCATION. REFER TO NEW WORK FOR ADDITIONAL INFORMATION. O APPROXIMATE LOCATION OF ELEVATOR STOP SWITCH iN ELEVATOR HOiSTWAY TO BE REMOVED. DRAWING DEMOLITION GENERAL NOTES O APPROXIMATE LOCATION OF EXISTING (4) 2" AND (4) 3/4" CONDUIT ROUTED ABOVE SUSPENDED CEILING TO BE AFFECTED BY NEW WORK. CONTRACTOR TO INTERCEPT, EXTEND/RE-ROUTE WiRiNG AND CONDUIT AS REQUIRED TO AVOiD INTERFERING WiTH NEW ELEVATOR. CONDUIT AND WiRiNG SHALL BE TRACED BACK TO SOURCE PRiOR INTERCEPTION. 4. ELECTRICAL CONTRACTOR iS RESPONSIBLE FOR ELEVATOR EQUIPMENT REMOVAL OAPPROXIMATE LOCATION OF EXISTING FiRE ALARM SMOKE DETECTOR TO BE REWORKED TO INCLUDED BUT NOT LiMiTED TO CONTROLLERS, BATTERY, CAB LIGHTING DISCONNECT, ACCOMMODATE NEW ELEVATOR RECALL SYSTEM. REFER TO NEW WORK FOR ADDITIONAL ASSOCIATED DISCONNECT, WiRiNG AND CONDUIT BACK TO SOURCE. INFORMATION. OAPPROXIMATE LOCATION OF EXISTING MAiN DISTRIBUTION PANEL (GE) RATED FOR 800A, 2. ELECTRICAL CONTRACTOR ASSUMES ALL RESPONSIBILITY DURING CONSTRUCTION TO PROTECT MATERIALS AND EQUIPMENT. ANY S ALL DAMAGED ITEMS 8 EQUIPMENT DURING 420/208V - 3 PHASE, 4 WiRE. CONTRACTOR TO REMOVE EXISTING CiRCUiT BREAKER 70A-3P CONSTRUCTION SHALL BE REPLACED AT NO ADDITIONAL COST TO THE OWNER. AND REWORK PANEL AS REQUIRED TO ACCOMMODATE NEW BREAKER, WiRiNG AND CONDUIT. REFER TO NEW WORK FOR ADDITIONAL INFORMATION. 3. ELECTRICAL CONTRACTOR MUST TRACE EXISTING BRANCH CIRCUITS AFFECTED BY NEW OAPPROXIMATE LOCATION OF EXISTING PANELBOARD "P3" (GE) RATED FOR 100A, 420/208V-3 WORK, MEASURE PANELBOARD CAPACITY TO SUiT NEW CONNECTIONS, AND CONFIRM THAT CIRCUITS COULD BE REUSED TO SUiT NEW WORK. PHASE, 4 WiRE. BASED ON EXISTING DIRECTORY PANEL FEEDS EXISTING ELEVATOR LiGHT. CONTRACTOR TO ABANDON CiRCUiT BREAKER AND REMOVE ASSOCIATED WiRiNG. REFER TO NEW WORK FOR ADDITIONAL INFORMATION. 9O APPROXIMATE LOCATION OF EXISTING FiRE ALARM CONTROL PANEL (SIEMENS). SHOWN FOR REFERENCE PURPOSE ONLY. REFER TO NEW WORK FOR ADDITIONAL INFORMATION. DEMOLITION GF-NERAL NOTES 4. UNLESS OTHERWISE INDICATED, THE ELECTRICAL CONTRACTOR SHALL REMOVE ALL INDICATED ELECTRICAL EQUIPMENT, ACCESSORIES, CONTROLS, DEVICES, AND ASSOCIATED CONDUIT AND WiRiNG BACK TO SOURCE OR LAST DEVICE. 2. NO EQUIPMENT OR DEVICES THAT HAVE BEEN DISCONNECTED AND OR ABANDONED SHALL REMAIN. 3. THE ELECTRICAL CONTRACTOR SHALL ViSiT THE SiTE AND BECOME FAMILIAR WiTH THE EXISTING SYSTEMS AND CONDITIONS iN AREAS OF RENOVATION. 4. ANY SYSTEMS OR EQUIPMENT TO REMAIN ACTIVE DURING RENOVATION SHALL BE KEPT iN OPERATION BY PROVIDING TEMPORARY CONNECTIONS AS REQUIRED UNTIL NEW SYSTEMS ARE INSTALLED AND OPERATIONAL. 8. THE ELECTRICAL CONTRACTOR SHALL COORDINATE WiTH THE OWNER, CM, AND OR GENERAL CONTRACTOR ANY AND ALL PHASING OF THE MECHANICAL DEMOLITION WORK iN ORDER TO SATISFY THE CONSTRUCTION SCHEDULE AND OWNER'S OCCUPANCY REQUIREMENTS. 6. ANY ELECTRICAL EQUIPMENT TO BE REMOVED AND REUSED OR TURNED OVER TO THE OWNER, AT OWNERS REQUEST, OR AS INDICATED ON THE DRAWINGS SHALL BE CAREFULLY REMOVED AND STORED TO PREVENT DAMAGE. 7. THE ELECTRICAL CONTRACTOR SHALL ALSO REVIEW THE ARCHITECTURAL DEMOLITION DRAWINGS AS PART OF THiS CONTRACT FOR ADDITIONAL INFORMATION AND REQUIREMENTS. 8. ALL SERVICE INTERRUPTIONS SHALL BE COORDINATED AND APPROVED WiTH THE OWNER iN ADVANCE PRiOR TO COMMENCEMENT OF ANY WORK. 9. THE ELECTRICAL CONTRACTOR SHALL COORDINATE HiS DEMOLITION WORK WiTH THAT OF OTHER TRADES iN ORDER TO AVOiD CONFLICTS. 10. ELECTRICAL COMPONENTS SHOWN ON THE DEMOLITION DRAWINGS, AND THE ASSOCIATED CONDUIT, WiRE EE BOXES ARE TO BE REMOVED AND DISPOSED OF UNLESS SPECIFICALLY NOTED OTHERWISE. 11. ALL MATERIALS BEING REMOVED SHALL BE HANDLED iN A MANNER COMPLYING WiTH ALL PERTINENT LAWS, CODES AND ENVIRONMENTAL REGULATIONS. 42. ALL REMOVED COMPONENTS SHALL BE LEGALLY DISPOSED OF BY CONTRACTOR UNLESS SPECIFICALLY NOTED OTHERWISE. 13. WHERE EXISTING DEVICES ARE REMOVED rE NO NEW DEVICES ARE INSTALLED iN THE SAME LOCATION, REMOVE ALL WiRiNG FROM BOX Eli PROVIDE PROPERLY SIZED BLANK COVER PLATE. 44. WHERE ELECTRICAL EQUIPMENT 9 DEVICES ARE BEiNG REMOVED, COORDINATE AND FiELD VERIFY iF BRANCH CiRCUiT FEEDS THROUGH TO EQUIPMENT/DEVICES TO REMAIN. BRANCH CIRCUITS SHALL BE SPLICED OR RELOCATED TO MAINTAIN CONTINUATION OF SERVICES. AN SILVER / PETRLICELLI + ASSOCIATES Revision: Description: Date. Revised By: Architects /Engineers /InteriorDesigners 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Fax. 203 230 8247 sil verpetrucelli. com ELEVATOR AREA OF WORK PANELBOARD AND FiRE ALARM CONTROL- PANEL- AREA OF WORK OVERALL KEY PLAN NOT TO SCALE Drawing Title: Date: Drawing Number: JULY 17, 2020 ELECTRICAL Scale: AS NOTED DEMOLITION FLOOR Drawn By: E-1 JRP _ PLAN S Project Number: 49.182 F-LEV. MACH. ROOM ELEVATOR LOBBY WiRiNG DEVICES TO BE SURFACE MOUNTED MOP �(® ER P3 G4 ER ER G2 G1 ER ER POL-ICE BOOKiNG CORRIDOR M= P" L! A Me— A I 1 -li—vl Ir-�1 #ZOOM Jk EL-ECTRICAL_ NEW WORK LOWER, PLAN-IT7 � SCALE: 1/4" = 41-0"-2 Project Title: South Windsor Town Hall Elevator Renovations 1540 Sullivan Avenue South Windsor, Connecticut 06074 ELECTRICAL_ NEW WORK MAIN FLOOR FLAN SCALE: 1/4' = 4'-O" NEW WOR< ID WINS NOTES OPROPOSED LOCATION FOR FUSED DISCONNECT SWITCH RATED FOR 20OAMP, 208V-3PHASE WiTH 44OA FUSES TO SUIT ELEVATOR. DISCONNECT SHALL BE LOCKABLE 1N THE OPEN POSITION. PROVIDE AUXILIARY CONTACT WiTHiN DISCONNECT TO BE INTERCONNECTED WiTH ELEVATOR CONTROLLERS. INTERCONNECT WiTH ELEVATOR MOTOR AND ELECTRICAL PANEL 'MDP' ViA 20C , 4##4 AND PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE MANUFACTURER/ENGINEER APPROVED INSTALLATION TO BE FULLY OPERATIONAL. OPROPOSED LOCATION FOR FUSED DISCONNECT SWITCH RATED FOR 30A, 420V-1 PHASE TO SUiT CAB LIGHTING AND VENTILATION. DISCONNECT SHALL BE LOCKABLE iN THE OPEN POSITION. INTERCONNECT WiTH CAB LIGHTING, VENTILATION AND ELECTRICAL PANEL -MDP" ViA 3/4"C , 2#12 AND PROVIDE ALL COMPONENTS NECESSARY FOR A COMPLETE MANUFACTURER/ENGINEER APPROVED INSTALLATION TO BE FULLY OPERATIONAL. (3 1 PROVIDE 3/4- PLYWOOD BACKBOARD. iT SHALL 6E FiRE RETARDANT 3/4" TYPE_ PAINT ALL SIDES WiTH TWO COATS OF FiRE RETARDANT GRAY PAiNT. OPROPOSED LOCATION OF HYDRAULIC POWER UNiT WiTH SUBMERSIBLE STYLE MOTOR SYSTEM TO BE INSTALLED BY ELEVATOR INSTALLER AND WiRED BY ELECTRICAL CONTRACTOR. INTERCONNECT SYSTEM WiTH ELEVATOR DISCONNECT. OEXISTING (4) 2" AND (4) 3/4' CONDUITS TO BE TRACED AND VERIFY PRIOR INTERCEPTION. VERIFY iF BRANCH CiRCUiT FEEDS THROUGH TO EQUIPMENT/DEVICES TO REMAIN. BRANCH CIRCUITS SHALL BE SPLICED OR RELOCATED TO MAINTAIN CONTINUATION OF SERVICES. OSPLICE EXISTING WiRiNG iN JUNCTION BOX AND PROVIDE SPLICE CONNECTORS AS REQUIRED. ELECTRICAL JUNCTION BOX SHALL BE SIZED iN ACCORDANCE WiTH NEC REQUIREMENTS. OCONTRACTOR TO REROUTE (4) 2" AND (4) 3/4, CONDUIT ABOVE SUSPENDED CEILING. CONDUITS SHALL NOT BE INSTALLED THRU ELEVATOR HOiSTWAY OR STAIRCASE. CONTRACTOR TO EXTEND / PROVIDE WiRE AND CONDUIT TO MATCH EXISTING AS REQUIRED. CONDUIT AND WiRiNG SHALL BE TRACED BACK TO SOURCE PRIOR INTERCEPTION. 8O TiE SMOKE DETECTOR TO EXISTING FiRE ALARM CONTROL PANEL (SIEMENS) ViA ADDRESSABLE RELAY. REFER TO SCHEMATIC WiRiNG DiAGRAM ELEVATOR RECALL SMOKE DETECTORS FOR ADDITIONAL INFORMATION. 9O RELOCATED EXISTING LIGHT FIXTURES. CONTRACTOR TO CLEAN, RE -LAMP AND PROVIDE BALLAST AS REQUIRED. ANY NEW COMPONENTS SHALL MATCH EXISTING. 10 APPROXIMATE LOCATION OF EXISTING MAiN DISTRIBUTION PANEL "MOP' (GE) RATED FOR 800A, 420/205V - 3 PHASE, 4 WiRE. CONTRACTOR TO REWORK PANEL AS REQUIRE AND PROVIDE 425A-3P FRAME TYPE CIRCUIT BREAKER TO SUiT ELEVATOR CONNECTION ViA 2' CONDUIT, 4 # 4 FEEDER, (1) 20A-4P CiRCUiT BREAKER TO SUiT ELEVATOR CAB LiGHT ViA 3/4" CONDUIT, 2 # 12, 1 # 42G, AND (1) 25A-3P TO SUiT CONDENSING UNiT (CU-4) AND AiR CONDITIONING UNiT (AC-1). UPDATE PANEL DIRECTORY. 41 APPROXIMATE LOCATION OF EXISTING ELECTRICAL PANEL 'G3' (GE) RATED FOR 225A, 120/208V - 3 PHASE, 4 WiRE. CONTRACTOR TO REWORK PANEL AS REQUIRE AND PROVIDE (5) 20A-4P CiRCUiT BREAKER TO SUiT EXTERIOR AND ELEVATOR POWER RECEPTACLES AND LIGHTING. UPDATE PANEL DIRECTORY. 12 APPROXIMATE LOCATION OF EXISTING FiRE ALARM CONTROL PANEL (SIEMENS). CONTRACTOR TO REWORK/REPROGRAM AS REQUIRED AND PROVIDE ALL NECESSARY COMPONENTS TO INTERCONNECT RECALL SMOKE DETECTORS AND ELEVATOR CONTROLLER. (n�3J PROVIDE 3/4"C, 2#12, 1#12G TO CORRESPONDING4 PANEL. SPROVIDE 3/4"C, 3#40, 1#4OG TO CORRESPONDING PANEL. SILVER / PETRLICELLI + ASSOCIATES Architects /Engineers /Interior Designers 3190 Whitney Avenue, Hamden, CT 06518-2340 One Post Hill Place, New London, CT 06320 Tel. 203 230 9007 Fax. 203 230 8247 sil verpetrucelli. com EL-ECTRiCAL- NEW WORK UPPER FLOOR PLAN 3 SCALE: 4/4' = 11-0"-2 ER EXISTING TO REMAIN. RE RELOCATED EXISTING. NEW PROVIDE NEW DEVICE TO MATCH EXISTING MANUFACTURER AND COMPATIBLE WiTH EXISTING SYSTEM. DRAWING NF—W WORK GENERAL- N07F-S 1. ELECTRICAL CONTRACTOR ASSUMES ALL RESPONSIBILITY DURING CONSTRUCTION TO PROTECT MATERIALS AND EQUIPMENT. ANY e ALL DAMAGED ITEMS a EQUIPMENT DURING CONSTRUCTION SHALL BE REPLACED AT NO ADD11 ~1 1AL COST -I - THE OWNER. 2. CONTRACTOR SHALL BE RESPONSIBLE FOR PROPER SUPPORT OF ALL CABLES CURRENTLY LAiD ON EXISTING CEILING DURING RENOVATION 3. ELECTRICAL CONTRACTOR MUST TRACE EXISTING BRANCH CIRCUITS AFFECTED BY NEW WORK, MEASURE PANELBOARD CAPACITY TO SUiT NEW CONNECTIONS, AND CONFIRM THAT CIRCUITS COULD BE REUSED TO SUiT NEW WORK. Date: Revised By: ELEVATOR AREA OF WORK PANELBOARD AND FiRE ALARM CONTROL PANEL AREA OF WORK OVERALL_ KEY PLAN NOT TO SCALE-Z Drawing Title: ELECTRICAL NEW WORK FLOOR PLANS Date: JULY 47, 2020 scale: AS NOTED Drawn By: JRP - Project Number: 49.482 Drawing Number: E-2 APPROXIMATE LOCATION OF EXISTING LIGHT POLE TO BE REMOVED AND — RELOCATED. CONTRACTOR TO — EXTEND ASSOCIATED WiRiNG AND r'nNMI11T Tn NFW L_nrbTln114 F—L-EC71z1CAL- RAMP DF—MOL-171ON FART FLAN � SCALE: 1/41 = 4'-0"-3 CALL BEFORE YOU DIG 1-800-022-4455 CALL NO LESS THAN TWO FULL WORKING DAYS AND NO MORE THAN 30 DAYS PRIOR TO START OF EXCAVATION MONDAY THRU FRIDAY, 7AM TO 5PM F—L-F—C7R1CAL- RAMP NF—W WORV., 1"'AR7 FLAN SCALE: 4/4" = 1'-0" NEW WOR< [DRAWING NOTES 2 E-3 OPROVIDE 20A-4P, 3/4-C (PVC40 UNDERGROUND, RMC iN CONCRETE AND EMT iN MECHANICAL ROOM), 2#42, 4#42G BRANCH CiRCUiT TO BE TERMINATED iN ELECTRICAL PANEL "G3" LOCATED iN MECHANICAL ROOM. CONTRACTOR TO CONNECT FIXTURE WiTH EXISTING LIGHTING CONTROL SERVING SiTE LIGHTING AND PROVIDED ALL NECESSARY COMPONENTS FOR OPERATIONAL APPROVED INSTALLATION. v RELOCATED EXISTING LIGHT POLE. CONTRACTOR TO PROVIDE NEW CONCRETE POLE 5A5E TO MATCH EXISTING DIAMETER, OFFSET FROM FiNiSH GROUND, BOLT CIRCLE, CLEAN FIXTURE, RE -LAMP (iF REQUIRED), AND PROVIDE ALL NECESSARY COMPONENTS FOR OPERATIONAL APPROVED INSTALLATION. OCONTRACTOR TO MATCH COLOR TEMPERATURE WiTH EXISTING SiTE LIGHTING. TYPICAL. APPROXIMATE LOCATION OF FX1_ST1Nr 1=L1=C'Ta21C'bl _ PdNFL "[:,�" EXTERIOR RAMP ARE • '/ � a ..•i . •^ .:i:'4' •:fie TOP VIEW !a. .� •*•, J. a a.. • �.• A. .�. NUIRISTAU L-1GHT11` SCALE: NONE DESIGN NOTES: 1 - CONCRETE 4000 PSI AT 28 DAYS. 2 - REINFORCING IS AS SPECIFIED. (TYP. 4 - #5) VERTICALLY AND #3 STIRRUPS 12 O.C. HORIZONTALLY) 3 - ANCHOR BOLTS AND GROUNDING. 4 - BALLAST POURED AROUND BASE IF REQUIRED. 5 - MATCH EXISTING BOLT PROJECTION. NATIVE FILL - MATCH EXISTING DIAMETER MATCH EXISTING CHAMFER EXISTING BOLTS AND SPACING MATCH EXISTING RETURN LANDSCAPING TO ORIGINAL CONDITION Q WARNING TAPE 4' 4„ SAND CONDUIT PER DRAWINGS TYPICAL_ TRF—NC;HING AND BAC;KF1L-L-ING EDF.7A1L- K'4� SCALE: NONE-3 OVF—RAL_L_ V EY FIL-AN NOT TO SCALE Project Title: Revision: Description: Date: Revised By: r — Drawing Title: Date: Drawing Number: SILVER / PETRUCELLI + ASSOCIATES - - �� OF �r� JULY 17, zozo Ow Fq South Windsor Town Hall ' ,. �s ,r "" -- Architects/Engineers/Interior Designers' ELECTRICAL EXTERIOR Scale: j, A c [ 3190 Whitney Avenue, Hamden, CT 06518-2340 "' u u r, ` 4 nr S NOTED enovatlons ____;34, .,�.Drawn& Elevator RAMP PART PLANS One Post Hill Place, New London, CT 06320 JRP T__ __ _. 1540 Sullivan Avenue - - �t Tel. 203 230 9007 Fax. 203 230 8247 r Project umber nR.�,O • • South Windsor, Connecticut 06074 silverpetrucellixom - - - - 49.482 LIGH71NG FIXTURE. SCHEDULE i ELEC7RI AL LEGEND i i GENERAL N07ES OESiGNATiONI DESCRIPTION A 12' LENGTH VAPOR TIGHT LED FIXTURE \ J6T1 1 A rh VI �/'• t TA1 R W I 1 t-I Mll.- 'C T L .1�- MANUFACTURER/ MODEL NUMBER COLUMBiA 1 Y1=ls.fn_ A01A.41 _r5A _=1 t LAMP TYPE COLOR NO TEMP LED I 4,000 ELECTRICAL - DRIVER VOLTAGE WATTS ELECTRONIC I 120 I 39 NOTES n B/EM RECESSED LED STEP/PATH FIXTURE RESELLE LED MATCH _ ELECTRONIC 420 15 1 2 OO WiTH EMERGENCY BATTERY 1645-15L-120-LV-EM EXISTING EM I TWiN HEAD EMERGENCY WALL PACK I COMPASS SELF -TEST / SELF -DIAGNOSTICS CU28QSD LED I - I - I ELECTRONIC 1 120 L1GH7 FiXilJRE SCHEEH-DlJl E NOi�S i1 PRnvin;= W1T!-I ALL I?;=ni 1112 =n Mni iN-I lNe-- u612n\`/AJ2;= ANn C_n1*4NP --riNr rhBLE ® FURNISH W/ BATTERY FOR 90 MINUTE EMERGENCY LIGHTING OPERATION. (MINIMUM 1,100 LUMEN). 3. ALL FIXTURES SHALL BE CAPABLE OF OPERATING iN COLD TEMP (0 F). TOP OF SHAFT O REC ELEV. PiT ELEV. MACHINE RM. TO FACP n v TO FACP O O REc T A 0-1 1 A A l 1 FiRST FLOOR SCHEMATIC WiRiNG DIAGRAM ELEVATOR RECALL_ SMOKE DETECTORS NOT TO SCALE - Q TiE INTO FiRE ALARM CONTROL PANEL. PROVIDE ELEV. RECALL SMOKE DETECTORS AT EACH ELEVATOR DOOR OPENING ON EACH LEVEL. 3Q PROVIDE ADDRESSABLE RELAYS AS REQUIRED TO PRODUCE THREE (3) SEPARATE 'SIGNALS°: - ONE (1) FOR TYPICAL LOBBY DETECTOR(S) - ONE (1) FOR DESIGNATED LEVEL LOBBY DETECTOR(S) - ONE (1) FOR THE ELEV. MACHINE R.M. 4. TYPICAL DEVICES SHOWN. REFER TO DWGS. FOR QUANTITY. 5. COORDINATE ADDITIONAL REQUIREMENTS WiTH ELEV. AND FiRE ALARM MANUFACTURERS AND CONTRACTORS. 6. ALL WiRiNG PER FiRE ALARM SYSTEM MANUFACTURER'S REQUIREMENTS. GALVANIZE F F----1 EXISTING PANELBOARD SURFACE MOUNTED RATED FOR 120/208V-3PH. J ] ELECTRIC JUNCTION BOX, INSTALL AS PER NEC REQUIREMENTS. I FUSED DISCONNECT SWITCH. NON -FUSED DISCONNECT SWITCH. 2 ® ® PLYWOOD BACKBOARD. MOTOR 2%2' RECESSED TROFFER FIXTURE WiTH SOLiD LENS DIFFUSER 2'X2' RECESSED TROFFER FIXTURE WiTH PARALOUVER LENS DIFFUSER t-i LINEAR WALL MOUNTED LIGHT FiXTURE ® DOWNLiGHT FIXTURE.. $ SINGLE -POLE SWITCH; MOUNT AT 48' AFF. 4'. �iI11VL�-iVd..G 1<GY a?YYITt.t"1 1 IVIJ �T T NO' UKE= RATED P r r DARTITION SINGLE -POLE, 3-WAY SWITCH; MOUNT AT 48' AFF. Q CEILING MOUNTED OCCUPANCY SENSOR. ,EALANT DUPLEX GROUND FAULT RECEPTACLE. =@G DUPLEX GROUND FAULT RECEPTACLE. ® ELEVATOR RECALL SMOKE DETECTOR TO BE COMPATIBLE WiTH EXISTING FiRE :IRE ALARM SYSTEM. EFER TO ANUAL Q TELEPHONE JACK LOCATION. PROVIDE 4' SQUARE BOX, 1-GANG RiNG S 3/4' CONDUIT AND INTERCONNECT WiTH ELEVATOR CONTROL PANEL - CONDUIT AND WiRE CONDUIT AND WiRE, SWITCHED CKT-X BRANCH CiRCUiT HOMERUN. G GROUND FAULT INTERRUPTER SCHEDULE 40 WP WEATHERPROOF GALVANIZED PIPE SLEEVE GROUT SLEEVE IN ���,s��a-�•./•�,��. UL LISTED FIRE MASONRY WALL SEALANT REFER TO PROJECT MANUAL FIRE OR SMOKE RATED CONCRETE/MASONRY WALL/FLOOR WALL/FLOOR PENETRATION W/FIRE-SMOKE SEAL_ DETAIL- 2 NOT TO SCALE J-4 GENERAL NOTES: 1. PROVIDE UL. LiSTED FiRE/SMOKE PENETRATION ASSEMBLY 1N ACCORDANCE W/UL1479, ASTM E 814 REQUIREMENTS FOR WALL TYPE, RATING, PiPE SiZE INSTALLED. 2. FiRESTOPPiNG SHALL HAVE A RATING EQUAL TO OR GREATER THAN THE WALL/FLOOR BEING PENETRATED - SEE PROJECT MANUAL. REFER TO ARCHITECTURAL DRAWINGS FOR WALL/FLOOR RATINGS AND LOCATIONS. BUILDING STRUCTURE ABOVE MiN. 3 TW' WiTHiN 1' #42 GAUGE GALV. WiRE HANGERS (TYP.) ATTACH TO BEAM/PURLiN WiTH 1/4' BOLT CADDY ANGLE BRACKET WITH #10 S.M. SELF TAPPING SCREW CADDY ANGLE BRACKET (TYP.) TYPICAL_ LAY -IN GRID LIGHTING FIXTURE SUPPORT/MOUNTING DETAIL- 3 NOT TO SCALE �-4 4. ALL LIGHTING FIXTURES SHALL BE SECURED TO THE STRUCTURE BY THE ELECTRICAL CONTRACTOR. 2. FLUSH OR RECESSED LIGHT FIXTURES LESS THAN 66 POUNDS SHALL HAVE TWO (2) - 12 GA. SLACK SAFETY WIRES FROM DIAGONAL CORNERS TO BUILDING STRUCTURE BY TRADE CONTRACTOR. 3. FLUSH OR RECESSED LIGHT FIXTURES MORE THAN 66 POUNDS SHALL HAVE FOUR (4) - 42 GA. SLACK SAFETY WIRES FROM DIAGONAL CORNERS TO BUILDING STRUCTURE BY TRADE CONTRACTOR. 4. SECURE SURFACE MOUNTED LiGHT FIXTURES W/MINIMUM OF TWO (2) - POSITIVE CLAMPING DEVICES OF 44 GA. MINIMUM STEEL AND W/42 GA. WiRE TO BUILDING STRUCTURE. ADDITIONAL- ELECTR1CAL_ SPECIFICATIONS i. WiRiNG DEVICES A. MANUFACTURERS: 1. LEViTON 2. HUBBEL.L 3. BRYANT B. WiRiNG DEVICES SHALL CONFORM TO NEMA WD 1. C. WALL SWITCHES SHALL BE NEMA WD 1 GENERAL DUTY, AC ONLY GENERAL USE SNAP SWITCH. RATED FOR 420/277 VOLTS/20 AMPS WiTH WATERPROOF ENCLOSURE iN ELEVATOR PiT AND TOP SHAFT D. RECEPTACLES SHALL BE NEMA WD 1, GENERAL DUTY, PLASTIC BODY, 420 VOLTS, 20 AMPS, TYPE 5-20 GENERAL USE RECEPTACLE. E. GFCi RECEPTACLES SHALL BE EQUIPPED WITH INTEGRAL GROUND FAULT CIRCUIT INTERRUPTER. F. COORDINATE DEVICE COLORS WiTH OWNER PRIOR TO ORDERING MATERIALS. G. PROVIDE PRODUCT DATA SUBMITTALS. ii, F1R� ALARM A. MANUFACTURERS: MATCH EXISTING B. FURNISH DEVICE CAPABLE OF SERVING ALL COMPONENTS SHOWN. C. INSTALLED SYSTEM SHALL COMPLY WiTH ALL APPLICABLE REQUIREMENTS OF NFPA 72, NFPA 70, ADA, AND CONNECTiCUT FiRE SAFETY CODE. D. FiRE ALARM CABLE SHALL BE INSTALLED iN DEDICATED CONDUIT WHERE EXPOSED. CONCEALED CABLE MAY BE RUN WITHOUT CONDUIT. E. COMPLETED SYSTEM SHALL BE FULLY TESTED iN ACCORDANCE WiTH NFPA-72H BY CONTRACTOR iN THE PRESENCE OF THE OWNER'S REPRESENTATIVE AND THE LOCAL FiRE MARSHAL. F. PROVIDE PRODUCT DATA SUBMITTALS. 1f1 IJ I. ViIGHT FIXTURES A. MANUFACTURERS: 1. LiTHONiA 2. COOPER 3. COLUMBiA di. vTrr�rce� F\.a .71-GL.II-IGL/ VTG ,ti\LLIJYKCIJ a T =WL)A-JL CIUD.�TI I U I %.'I?. B. PRODUCTS: REFER TO LiGHT FIXTURE SCHEDULE. C. PROVIDE PRODUCT DATA SUBMITTALS. 1. THE ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL WORK REQUIRED FOR A COMPLETE, FULLY OPERABLE INSTALLATION. ALL WORK TO BE DONE iN ACCORDANCE WITH THE LATEST APPROVED ISSUE OF THE NEC AND APPLICABLE LOCAL CODES. 2. THiS iS AN EXISTING BUILDING, WiTH AN EXISTING SERVICE. THE ELECTRICAL CONTRACTOR SHALL ViSiT THE SiTE PRiOR TO SUBMITTING A BiD TO ASCERTAIN FIELD CONDITIONS AS THEY EXIST AND JUDGE THEIR EFFECT ON THE WORK TO BE DONE. NO ALLOWANCE W1L.L BE MADE FOR FAILURE TO VISiT THE JOB SiTE AND MAKE THiS DETERMINATION. 3. THE DRAWINGS SHOW THE GENERAL LAYOUT AND SOME OF THE DETAIL, BUT THEY DO NOT SHOW EVERY FiTTiNG, BEND, ETC. ELECTRICAL CONTRACTOR SHALL PROVIDE AL-L SUCH MATERIALS TO MAKE A COMPLETE INSTALLATION. 4. DO NOT SCALE DRAWINGS; ACTUAL FIELD MEASUREMENTS AND DIMENSIONS TAKE PRECEDENCE iN ALL CASES. 5. ALL WORK SHALL BE DONE iN ACCORDANCE WiTH THE STANDARD GENERAL CONDITIONS OF THE CONSTRUCTION CONTRACT, AiA DOCUMENT T 201, LATEST EDITION. 6. ELECTRICAL CONTRACTOR SHALL INSTALL ALL EQUIPMENT IN ACCORDANCE WITH MANUFACTURERS' INSTRUCTIONS AND OR REQUIREMENTS FOR PROPER OPERATION AND MAINTENANCE. 7. ELECTRICAL CONTRACTOR SHALL BE RESPONSIBLE FOR TESTING OF ALL PHASES OF THE WORK AND TO DEMONSTRATE TO OWNER THAT THE EQUIPMENT iS iN FULL OPERATING ORDER. 8. ELECTRICAL CONTRACTOR SHALL RESTORE ALL AREAS DISTURBED TO THEIR ORIGINAL CONDITION. ELECTRICAL r r')N-rQAr"f'nI? IA IPPA e-)NAiMI M =nQ Al I e-1 IT-riNr i;A-re-WINIr =AiN-r1Ne- e-1 BAN-1 ifs 1=1 =P-T1D1CA1 17�i�,�1.0 Wr=MnVAI ANn VV. 1 1 1--\V I -1- 1- 1-1 1 IVIVr�6� 1 I---- VV 1 1 11 IVI, 1 Jam\ 1 - .1. 4-1 1 J-\11 1 1 1/ IAA, VJ�A�/-ll I VI , a --- 1 1\IVJ-{I� YI�VI\IV I-- Q ---1 !- 1 1✓ GENERAL COORDINATION OF THE WORK EFFORT AS REQUIRED FOR THE INSTALLATION OF THE ELECTRICAL ITEMS OF WORK. 9. THE TERM °PROVIDE° SHALL MEAN TO FURNISH AND INSTALL- iN COMPLETE WORKING ORDER. 40. THE SCOPE OF WORK iS AS SHOWN ON THE PLANS AND DETAILED iN THE SPECIFICATIONS. 41. ALL THE WiRE SIZES ARE BASED ON COPPER, ALUMINUM i`> NOT TO BE USED. 42. ALL WIRING METHODS ARE TO BE iN ACCORDANCE WiTH THE CURRENT ISSUE OF THE NATIONAL ELECTRICAL CODE, AND APPLICABLE LOCAL CODES. ALL WiRiNG 1S TO BE iN CONDUIT, UNLESS SPECIFICALLY NOTED OTHERWISE. ALL WiRiNG iS TO BE CONCEALED. 43. PROVIDE INDEPENDENT SEISMIC SUPPORT OF ALL ELECTR:iCAL EQUIPMENT PER INTERNATIONAL BUILDING CODE. 44. ELECTRICAL CONTRACTOR SHALL SECURE ALL PERMITS AND PAY FOR ALL REQUIRED FEES, INCLUDING ALL UTILITY FEES. 45. ELECTRICAL CONTRACTOR SHALL WARRANT AND GUARANTEE ALL MATERIALS AND WORKMANSHIP FOR A PERIOD OF ONE (1) YEAR FROM THE DATE OF FINAL ACCEPTANCE BY THE OWNER. Imo. = =F.-TtKI�.HL. L.VII I mf\C I %-.)K SHALL PROVIDE PROOF OF LIABILITY Ai ID PROPERTY II ISURAN�.E TO I HE OWI tER, ALL DEDUCTIBLES SHALL BE PAiD FOR BY THE ELECTRICAL CONTRACTOR IN THE EVENT OF A CLAIM. 47. PERSONNEL SAFETY 1S OF PRIME IMPORTANCE. NO HAZARDOUS CONDITION MUST BE ALLOWED. EVERY CARE MUST BE TAKEN TO PROTECT CONSTRUCTION AND OTHER PERSONNEL. CLEANUP iS TO BE DONE ON A DAiLY BASIS. ELECTRICAL CONTRACTOR TO REMOVE AND DISPOSE OF REFUSE FROM SiTE. 48. ELECTRICAL CONTRACTOR TO VERIFY LIGHTING FIXTURE MOUNTING REQUIREMENTS FOR VARIOUS CEILING TYPES AND ORDER APPROPRIATE HARDWARE. 49. COORDINATE EXACT PLACEMENT OF EQUIPMENT WiTH ARCHITECTURAL AND MECHANICAL PLANS, MAKE FIELD ADJUSTMENTS AS REQUIRED TO AVOiD CONFLICTS, VEERiFY WiTH OWNER. 20. ELECTRICAL CONTRACTOR TO COORDINATE WiTH ARCHiTTECTURAL AND MECHANICAL CONTRACTOR FOR ITEMS SUPPLIED BY THE MECHANICAL/OTHER DIVISIONS BUT INSTALLED BY THE ELECTRICAL CONTRACTOR. ELECTRICAL CONTRACTOR TO REVIEW ALL THE PLANS FOR THE PROJECT FOR ELECTRICAL WORK. 24. ELECTRICAL CONTRACTOR TO VERIFY ALL EQUIPMENT POWER NEEDS WiTH THE ACTUAL SHOP DRAWINGS FOR THE EQUIPMENT TO BE USED, PRIOR TO STARTING ANY ELECTRICAL WORK. 22. SPECIFICATION SECTIONS, GENERAL CONDITIONS, SUPPLEMENTAL GENERAL CONDITIONS AND DRAWINGS ARE INTEGRAL PARTS OF CONTRACT DOCUMENTS. 23. ALL ELECTRICAL PENETRATIONS TO BE FIREPROOFED TO MAINTAIN INTEGRITY OF FiRE WALLS/FLOORS/CEILINGS. 24. PROVIDE LAMiCOiD NAMEPLATES FOR ALL ELECTRICAL DiSTRiBUTION AND DISCONNECT EQUIPMENT. 25. THE DISPOSAL OF ALL UNUSED EXISTING ELECTRICAL EQUIPMENT REMOVED iS A PART OF THE SCOPE OF WORK. THE ELECTRICAL CONTRACTOR SHALL DISPOSE OF ALL SUCH EQUIPMENT, INCLUDING HAZARDOUS PCB CONTAINING BALLASTS, iN A MANNER CONSISTENT WiTH STATE OF CT. DEPARTMENT OF ENVIRONMENTAL PROTECTION REGULATIONS, CURRENT ISSUE. 26. SHARED NEUTRALS ARE NOT TO BE USEID_ PROVIDE SEPARATE NEUTRALS FOR ALL CIRCUITS: 27. PRiOR TO SUBMISSION OF BiDS GiVE WRITTEN NOTICE TO ARCHITECT AND ENGINEER OF ANY MATERIAL OR APPARATUS THAT iS INADEQUATE, UNSUITABLE FOR THE USE, 1N VIOLATION OF LAWS, ORDINANCES, RULES, CODES OR ANY REGULATIONS OF AUTHORITIES HAVING JURISDICTION OR ANY NECESSARY ITEMS OF WORK THAT HAS BEEN r)M1T-rf=n e-e-) TIPAr'TnfP AI=MOMA -TWAT AM-C;:=N-r _CI Ir-W Nn-rie-= Al I CY-Ct�M_C I.Al I 1=I IiVr -"e-) l _CA-r1-CI`Ae--rn1711 Y \:/1 rWe-)l I-r VI-11 1 1 1.-6 .\ -$ 1 I I\J-lV 1 VI\ J-i1 1 11\I - II- i J"'IV Vf�I 1 1 VW� 11 1 IV 11i 6-, /-{ie�6� \d l \/ 1 F�1-IV -6-. 1 Vf IV 1 1V1 I V! 1 1V1 J O 1 VI\16� 1 lS 1 1 1 iVV 1 ADDITIONAL EXTRA COMPENSATION. 28. ALL PART NUMBERS ARE PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR. THEY ARE NOT TO BE CONSIDERED THE COMPLETE SPECIFICATION OF THE PRODUCT. THE PART NUMBER AND DESCRIPTION WiLL BE THE COMPLETE SPECIFICATION. iN THE EVENT OF A DISCREPANCY BETWEEN THE TWO, THE MORE STRINGENT, MORE COSTLY FEATURE/PERFORMANCE WiLL BE REQUIRED. 29. NO LOW VOLTAGE WiRiNG SHALL BE PERMITTED iN THE SAME RACEWAY AS POWER WiRiNG. 30. PROVIDE DRAG LINES iN ALL EMPTY RACEWAYS. 34. MINIMUM CONDUCTOR SiZE, UNLESS OTHERWISE NOTED SHALL BE #12 FOR ALL BRANCH CiRCUiT RUNS UP TO THE FIRST OUTLET; OVER 400 FEET, #40; OVER 150 FEET, #8; i'NCREASE CONDUIT SiZE TO SUiT. 32. ELECTRICAL CONTRACTOR TO VERIFY LOADS, SETTINGS, 0VERCURRENT PROTECTION, ETC. TO INSURE COMPATIBILITY OF EQUIPMENT. 33. NO PENETRATIONS ARE ALLOWED INTO STAIR ENCLOSURES EXCEPT AS REQUIRED FOR SERVICES UTILIZED iN THE STAIR. 34. REPAIR AND REPLACE AT NO COST TO OWNER ALL EQUIPMENT AND MATERIALS DAMAGED DURING CONSTRUCTION. 35. ELECTRICAL CONTRACTOR SHALL COORDINATE ALL DEMOLITION WiTH BASE BUILDING ELECTRICIAN. 36. APPEARANCE OF ALL ViSiBLE FEATURES iS OF SPECIAL IMPORTANCE iN OCCUPIED AREAS. LOCATION SHOWN ON DRAWINGS 1S DIAGRAMMATIC AND NOT INTENDED TO DETERMiNE EXACT LOCATION. CONTACT ARCHITECT TO REVIEW FINAL LOCATIONS PRiOR TO INSTALLATION. FAILURE TO DO SO MAY RESULT iN REQUIREMENT TO RELOCATE. 37. PRODUCTS SHALL NOT BE INSTALLED iN PROMINENT LOCATIONS UNLESS NO ALTERNATIVE EXISTS. ITEMS SHALL BE CENTERED ON WALL OR CEILING TREATMENT AND ON ONE ANOTHER AS APPLICABLE. THiS INCLUDES BUT iS NOT LIMITED TO ACCESS PANELS, LIGHTING FIXTURES, SWITCHES, THERMOSTATS, FiRE ALARM DEVICES, EXiT SIGNS, ELECTRICAL PANELS, AND ANNUNCIATOR PANELS OF ANY KiND. 38. ELECTRICAL CONDUITS S BOXES SHALL BE CONCEALED iN WALLS OR ABOVE CEILINGS WHEREVER POSSIBLE. 39. ALL INSTALLATIONS ON NEW WALLS SHALL BE FULLY RECESSED. INSTALLATIONS ON EXISTING MASONRY WALLS SHALL BE RUN WiTH SURFACE RACEWAY PAINTED TO MATCH WALL FiNiSH AND SURFACE BOXES. INSTALLATIONS ON EXISTING STUD WALLS SHALL CUT iN OLD -WORK STYLE BOXES AND FiSH WiRiNG iN WALL CAVITY. Project Title: Revision: Description: Date: Revised By: Drawing Title: 1.1c?«: Drawing Number: o� SFq South Windsor Town Hall SILVER / PETRLICELLI + ASSOCIATES _ _ � _ y �/`�� �F �'�� � � `, . i'J ra - '� t i tr JULY 47, 2020 41 Architects /Engineers/Interiorl7esigners �.�� ��°�\�\� �'+IS• 'c ,�``�` '1.-- ,, f;; �`" ELECTRICAL J Scale: - 3190 Whitney Avenue, Hamden, CT 06518-2340 r{� AS NOTED levatorRenovations~J,t�, Ir _ . GEN. /NOTE,�-') DETAILS DrawnBv: One Post Hill Place, New London, CT 06320E-4 1540 Sullivan AvenueJRP--- ----- -- - - - - C i} Tel. 203 230 9007 Fax. 203 230 8247 . • ' `` Project Number. St>H-C South Windsor, Connecticut 06074 sllve etrucelli.�o AND LEGEND � 19.182